UFGS 12 93 00 Site Furnishings - WBDG | WBDG Whole ... 12 93 00.pdf2.1 MATERIALS 2.1.1 Metals 2.1.2 Structural Tubing 2.1.3 Steel Pipe and Fittings 2.1.4 Gray Cast Iron 2.1.5 Aluminum

**************************************************************************USACE / NAVFAC / AFCEC / NASA UFGS- 12 93 00 ( August 2017) - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Pr epar i ng Act i v i t y: USACE Super sedi ng UFGS- 12 93 00 ( Febr uar y 2009)

UNI FI ED FACI LI TI ES GUI DE SPECI FI CATI ONS

Ref er ences ar e i n agr eement wi t h UMRL dat ed Apr i l 2018**************************************************************************

SECTI ON TABLE OF CONTENTS

DI VI SI ON 12 - FURNI SHI NGS

SECTI ON 12 93 00

SI TE FURNI SHI NGS

08/17

PART 1 GENERAL

1. 1 REFERENCES 1. 2 SUBMI TTALS 1. 3 CERTI FI CATI ONS 1. 3. 1 Cer t i f i ed Sust ai nabl y Har vest ed Wood 1. 4 QUALI TY ASSURANCE 1. 4. 1 Fabr i cat i on Dr awi ngs 1. 4. 2 I nst al l at i on Dr awi ngs 1. 4. 3 Assembl y I nst r uct i on Dr awi ngs 1. 4. 4 Pr i mer Cer t i f i cat e 1. 4. 5 Powder Coat i ngs Cer t i f i cat e 1. 5 DELI VERY, STORAGE, AND HANDLI NG

PART 2 PRODUCTS

2. 1 MATERI ALS 2. 1. 1 Met al s 2. 1. 2 St r uct ur al Tubi ng 2. 1. 3 St eel Pi pe and Fi t t i ngs 2. 1. 4 Gr ay Cast I r on 2. 1. 5 Al umi num Pr oduct s 2. 1. 6 Cast Al umi num 2. 1. 7 Al umi num Al l oy Pr oduct s 2. 1. 8 Anchor s and Har dwar e 2. 1. 8. 1 Thr eaded I nser t s and Expansi on Anchor s 2. 1. 8. 2 Lag Scr ews and Bol t s 2. 1. 8. 3 Toggl e Bol t s 2. 1. 8. 4 Bol t s, Nut s, St uds and Ri vet s 2. 1. 8. 5 Power Dr i ven Fast ener s 2. 1. 8. 6 Scr ews 2. 1. 8. 7 Washer s 2. 1. 9 Ounce Met al s 2. 1. 10 Concr et e 2. 1. 11 Masonr y 2. 1. 12 Temper ed Gl ass

SECTI ON 12 93 00 Page 1

2. 1. 13 Pl ast i cs 2. 1. 13. 1 Ext r uded Acr yl i c Sheet 2. 1. 13. 2 Cast Acr yl i c Sheet 2. 1. 14 Lumber 2. 1. 14. 1 Moi st ur e Cont ent 2. 1. 14. 2 Tr eat ment 2. 1. 14. 3 Wood Seat s and Tabl e Tops 2. 1. 15 Fi ber gl ass 2. 2 PRETREATMENT, PRI MI NG AND PAI NTI NG 2. 2. 1 Nonf er r ous Met al Sur f aces 2. 2. 2 Al umi num Sur f aces 2. 3 COATI NGS AND FI NI SHES 2. 3. 1 Gal vani z i ng 2. 3. 2 Pol yest er Powder 2. 3. 3 Pol yvi nyl - Chl or i de ( PVC) 2. 3. 4 Fi ni sh 2. 3. 4. 1 Wood Seal ant s 2. 3. 4. 2 Pai nt 2. 3. 4. 3 Col or 2. 4 SI TE STANDARDS 2. 5 BENCHES AND CHAI RS 2. 5. 1 Pr ecast Uni t s 2. 5. 1. 1 Gl ass Fi ber Rei nf or ced Concr et e ( GFRC) Uni t s 2. 5. 1. 2 Pr ecast Concr et e/ Cast St one Uni t s 2. 5. 1. 2. 1 Por t l and Cement 2. 5. 1. 2. 2 Aggr egat e 2. 5. 1. 2. 3 Rei nf or c i ng St eel 2. 5. 1. 2. 4 Gal vani zed Wi r e Mesh 2. 5. 1. 2. 5 I nt egr al Col or 2. 5. 1. 2. 6 Concr et e St r engt h 2. 5. 1. 2. 7 Admi xt ur e 2. 5. 2 Wood Uni t s 2. 5. 2. 1 Suppor t Pedest al s 2. 5. 2. 1. 1 Cast Gr ey I r on 2. 5. 2. 1. 2 Cast Al umi num 2. 5. 2. 1. 3 St eel 2. 5. 2. 1. 4 Wood 2. 5. 2. 1. 5 Concr et e 2. 5. 2. 1. 6 Fi ber gl ass 2. 5. 2. 2 St eel Ar ms 2. 5. 3 Fi ber gl ass Benches 2. 5. 4 St eel Uni t s 2. 5. 4. 1 Per f or at ed St eel 2. 5. 4. 2 Al l - Wel ded Wi r e 2. 5. 5 Al umi num Uni t s 2. 5. 6 Accessor i es 2. 5. 7 Fast ener s 2. 5. 8 Anchor i ng Br acket s 2. 6 BI CYCLE RACKS 2. 6. 1 Met al Pi pe Bi cycl e Racks 2. 6. 2 Pr ecast Concr et e Bi cycl e Rack 2. 7 BOLLARDS 2. 7. 1 Por t l and Cement 2. 7. 2 Aggr egat e 2. 7. 3 Rei nf or c i ng St eel 2. 7. 4 I nt egr al Col or 2. 7. 5 Concr et e St r engt h 2. 7. 6 Admi xt ur e 2. 8 PLANTERS [ WASTE RECEPTACLES] [ ASH RECEPTACLES]


2. 8. 1 Hei ght 2. 8. 2 Li ner s 2. 8. 3 Anchor s 2. 8. 4 Openi ngs 2. 8. 5 Ash Recept acl es 2. 8. 6 Pl ant er Si ze 2. 8. 7 Dr ai nage 2. 8. 8 Base 2. 8. 9 Gl ass Fi ber Rei nf or ced Concr et e ( GFRC) Pr ecast 2. 8. 9. 1 Mat er i al s 2. 8. 9. 1. 1 Cement 2. 8. 9. 1. 2 Gl ass Fi ber s 2. 8. 9. 1. 3 Aggr egat es 2. 8. 9. 1. 4 Compr essi ve St r engt h 2. 8. 9. 1. 5 Densi t y 2. 8. 9. 1. 6 Pol ymer Admi xt ur e 2. 8. 9. 2 Fi ni shes 2. 8. 9. 2. 1 Cement 2. 8. 9. 2. 2 Faci ng Aggr egat es 2. 8. 9. 2. 3 Col or 2. 8. 9. 2. 4 Appl i ed Fi ni shes 2. 8. 10 Pr ecast Concr et e/ Cast St one Pl ant er s 2. 8. 10. 1 Por t l and Cement 2. 8. 10. 2 Aggr egat e 2. 8. 10. 3 Gal vani zed St eel Mesh 2. 8. 10. 4 I nt egr al Col or 2. 8. 10. 5 Concr et e St r engt h 2. 8. 10. 6 Admi xt ur e 2. 8. 11 Wood Cont ai ner s 2. 8. 11. 1 Wood Speci es 2. 8. 11. 2 Fi ber gl ass 2. 8. 11. 3 Met al Fr ame 2. 8. 12 Wood Pl ant er s wi t h Met al Fr ames 2. 8. 12. 1 Wood Speci es 2. 8. 12. 2 Met al Fr ame 2. 8. 12. 3 Bot t om 2. 8. 12. 4 Li ner s 2. 8. 12. 5 Tops 2. 8. 13 Fi ber gl ass Pl ant er s [ Wast e Recept acl es] [ Ash Recept acl es] 2. 8. 14 Met al Pl ant er s [ Wast e Recept acl e] 2. 9 SHELTERS 2. 9. 1 Fr ami ng Syst ems 2. 9. 1. 1 Al umi num 2. 9. 1. 2 St eel 2. 9. 1. 3 Wood 2. 9. 2 Roof Panel s [ Decki ng] 2. 9. 3 Gl azi ng 2. 10 TABLES 2. 10. 1 Hei ght 2. 10. 2 Cl ear ance 2. 10. 3 Top 2. 10. 4 Wheel chai r Access 2. 10. 5 Pr ecast Concr et e Tabl es 2. 10. 6 Fi ber gl ass Tabl es 2. 10. 7 Per f or at ed St eel Tabl es 2. 10. 8 Wood Tabl es 2. 11 TREE GRATES

PART 3 EXECUTI ON


3. 1 CHI LDREN' S PLAY AREAS 3. 2 I NSTALLATI ON 3. 2. 1 Assembl y and Er ect i on of Component s 3. 2. 2 Anchor age, Fast eni ngs, and Connect i ons 3. 3 WELDI NG 3. 4 TESTI NG 3. 5 FI NI SHES 3. 5. 1 Fi el d Fi ni shes 3. 5. 2 Repai r of Zi nc- Coat ed Sur f aces 3. 6 BOLLARDS 3. 7 BI CYCLE RACKS 3. 8 SHELTERS 3. 8. 1 Gl azi ng 3. 8. 2 Roof 3. 9 RESTORATI ON AND CLEAN UP 3. 9. 1 Cl ean Up 3. 9. 2 Pr ot ect i on 3. 9. 3 Di sposal of Mat er i al s 3. 10 RE- I NSTALLATI ON

- - End of Sect i on Tabl e of Cont ent s - -


**************************************************************************USACE / NAVFAC / AFCEC / NASA UFGS- 12 93 00 ( August 2017) - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Pr epar i ng Act i v i t y: USACE Super sedi ng UFGS- 12 93 00 ( Febr uar y 2009)

UNI FI ED FACI LI TI ES GUI DE SPECI FI CATI ONS

Ref er ences ar e i n agr eement wi t h UMRL dat ed Apr i l 2018**************************************************************************

SECTI ON 12 93 00

SI TE FURNI SHI NGS08/17

**************************************************************************NOTE: Thi s gui de speci f i cat i on cover s t he r equi r ement s f or mi scel l aneous s i t e and st r eet f ur ni t ur e and f ur ni shi ngs i ncl udi ng shel t er s.

Adher e t o UFC 1- 300- 02 Uni f i ed Faci l i t i es Gui de Speci f i cat i ons ( UFGS) For mat St andar d when edi t i ng t hi s gui de speci f i cat i on or pr epar i ng new pr oj ect speci f i cat i on sect i ons. Edi t t hi s gui de speci f i cat i on f or pr oj ect speci f i c r equi r ement s by addi ng, del et i ng, or r evi s i ng t ext . For br acket ed i t ems, choose appl i cabl e i t em( s) or i nser t appr opr i at e i nf or mat i on.

Remove i nf or mat i on and r equi r ement s not r equi r ed i n r espect i ve pr oj ect , whet her or not br acket s ar e present.

Comment s, suggest i ons and r ecommended changes f or t hi s gui de speci f i cat i on ar e wel come and shoul d be submi t t ed as a Cr i t er i a Change Request ( CCR) .

**************************************************************************

PART 1 GENERAL

**************************************************************************NOTE: Uni t s of wor k nor mal l y i nc l uded i n t hi s sect i on r equi r e speci f i c f abr i cat i on t o meet t he desi r ed pr oj ect r equi r ement s. The Key Wor d I ndex of t he CSI " Mast er f or mat " shoul d be consul t ed f or t he pr oper l ocat i on of most i t ems.

The f ol l owi ng i nf or mat i on wi l l be shown on t he drawings:

1. Locat i on and conf i gur at i on of al l f ur ni t ur e and furnishings.

2. Al l s i zes and di mensi ons.

3. Speci al f ast eni ngs, at t achment s or anchor i ng.


4. Locat i on and si ze of expansi on shi el ds l ar ger t han 10 mm 3/ 8 i nch i n di amet er .

5. Locat i on of pr oduct s t o be gal vani zed.

6. Connect i on det ai l s , ot her t han manuf act ur er ' s standard.

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1. 1 REFERENCES

**************************************************************************NOTE: Thi s par agr aph i s used t o l i s t t he publ i cat i ons c i t ed i n t he t ext of t he gui de speci f i cat i on. The publ i cat i ons ar e r ef er r ed t o i n t he t ext by basi c desi gnat i on onl y and l i s t ed i n t hi s par agr aph by or gani zat i on, desi gnat i on, dat e, and t i t l e.

Use t he Ref er ence Wi zar d' s Check Ref er ence f eat ur e when you add a Ref er ence I dent i f i er ( RI D) out s i de of t he Sect i on' s Ref er ence Ar t i c l e t o aut omat i cal l y pl ace t he r ef er ence i n t he Ref er ence Ar t i c l e. Al so use t he Ref er ence Wi zar d' s Check Ref er ence f eat ur e t o updat e t he i ssue dat es.

Ref er ences not used i n t he t ext wi l l aut omat i cal l y be del et ed f r om t hi s sect i on of t he pr oj ect speci f i cat i on when you choose t o r econci l e r ef er ences i n t he publ i sh pr i nt pr ocess.

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The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

ALUMI NUM ASSOCI ATI ON ( AA)

AA DAF45 ( 2003; Reaf f i r med 2009) Desi gnat i on Syst em f or Al umi num Fi ni shes

AMERI CAN ARCHI TECTURAL MANUFACTURERS ASSOCI ATI ON ( AAMA)

AAMA 611 ( 2014) Vol unt ar y Speci f i cat i on f or Anodi zed Ar chi t ect ur al Al umi num

AMERI CAN FOREST FOUNDATI ON ( AFF)

ATFS STANDARDS ( 2015) Amer i can Tr ee Far m Syst em St andar ds of Sust ai nabi l i t y 2015- 2020

AMERI CAN I NSTI TUTE OF STEEL CONSTRUCTI ON ( AI SC)

AI SC 303 ( 2016) Code of St andar d Pr act i ce f or St eel Bui l di ngs and Br i dges

AI SC 360 ( 2016) Speci f i cat i on f or St r uct ur al St eel Buildings


AMERI CAN I NSTI TUTE OF TI MBER CONSTRUCTI ON ( AI TC)

ANSI / AI TC A190. 1 ( 2007) Amer i can Nat i onal St andar d, St r uct ur al Gl ued Lami nat ed Ti mber

AMERI CAN SOCI ETY OF SAFETY ENGI NEERS ( ASSE/ SAFE)

ASSE/ SAFE A10. 3 ( 2013) Oper at i ons - Saf et y Requi r ement s f or Powder Act uat ed Fast eni ng Syst ems

AMERI CAN WELDI NG SOCI ETY ( AWS)

AWS D1. 1/ D1. 1M ( 2015; Er r at a 1 2015; Er r at a 2 2016) St r uct ur al Wel di ng Code - St eel

AMERI CAN WOOD PROTECTI ON ASSOCI ATI ON ( AWPA)

AWPA M2 ( 2016) St andar d f or t he I nspect i on of Pr eser vat i ve Tr eat ed Wood Pr oduct s f or I ndust r i al Use

AWPA U1 ( 2017) Use Cat egor y Syst em: User Speci f i cat i on f or Tr eat ed Wood

ASME I NTERNATI ONAL ( ASME)

ASME B18. 2. 1 ( 2012; Er r at a 2013) Squar e and Hex Bol t s and Scr ews ( I nch Ser i es)

ASME B18. 2. 2 ( 2015) Nut s f or Gener al Appl i cat i ons: Machi ne Scr ew Nut s, Hex, Squar e, Hex Fl ange, and Coupl i ng Nut s ( I nch Ser i es)

ASME B18. 21. 1 ( 2009; R 2016) Washer s: Hel i cal Spr i ng- Lock, Toot h Lock, and Pl ai n Washer s ( I nch Ser i es)

ASME B18. 21. 2M ( 1999; R 2014) Lock Washer s ( Met r i c Ser i es)

ASME B18. 22M ( 1981; R 2017) Met r i c Pl ai n Washer s

ASME B18. 6. 2 ( 1998; R 2010) Sl ot t ed Head Cap Scr ews, Squar e Head Set Scr ews, and Sl ot t ed Headl ess Set Scr ews: I nch Ser i es

ASME B18. 6. 3 ( 2013; R 2017) Machi ne Scr ews, Tappi ng Scr ews, and Machi ne Dr i ve Scr ews ( I nch Series)

ASTM I NTERNATI ONAL ( ASTM)

ASTM A1064/ A1064M ( 2017) St andar d Speci f i cat i on f or Car bon- St eel Wi r e and Wel ded Wi r e Rei nf or cement , Pl ai n and Def or med, f or Concrete

ASTM A123/ A123M ( 2017) St andar d Speci f i cat i on f or Zi nc ( Hot - Di p Gal vani zed) Coat i ngs on I r on and


St eel Pr oduct s

ASTM A153/ A153M ( 2016) St andar d Speci f i cat i on f or Zi nc Coat i ng ( Hot - Di p) on I r on and St eel Hardware

ASTM A307 ( 2014; E 2017) St andar d Speci f i cat i on f or Car bon St eel Bol t s, St uds, and Thr eaded Rod 60 000 PSI Tensi l e St r engt h

ASTM A36/ A36M ( 2014) St andar d Speci f i cat i on f or Car bon St r uct ur al St eel

ASTM A47/ A47M ( 1999; R 2014) St andar d Speci f i cat i on f or Fer r i t i c Mal l eabl e I r on Cast i ngs

ASTM A48/ A48M ( 2003; R 2012) St andar d Speci f i cat i on f or Gr ay I r on Cast i ngs

ASTM A500/ A500M ( 2013) St andar d Speci f i cat i on f or Col d- For med Wel ded and Seaml ess Car bon St eel St r uct ur al Tubi ng i n Rounds and Shapes

ASTM A501/ A501M ( 2014) St andar d Speci f i cat i on f or Hot - For med Wel ded and Seaml ess Car bon St eel St r uct ur al Tubi ng

ASTM A53/ A53M ( 2012) St andar d Speci f i cat i on f or Pi pe, St eel , Bl ack and Hot - Di pped, Zi nc- Coat ed, Wel ded and Seaml ess

ASTM A615/ A615M ( 2016) St andar d Speci f i cat i on f or Def or med and Pl ai n Car bon- St eel Bar s f or Concr et e Reinforcement

ASTM A653/ A653M ( 2017) St andar d Speci f i cat i on f or St eel Sheet , Zi nc- Coat ed ( Gal vani zed) or Zi nc- I r on Al l oy- Coat ed ( Gal vanneal ed) by t he Hot - Di p Pr ocess

ASTM A780/ A780M ( 2009; R 2015) St andar d Pr act i ce f or Repai r of Damaged and Uncoat ed Ar eas of Hot - Di p Gal vani zed Coat i ngs

ASTM B108/ B108M ( 2015) St andar d Speci f i cat i on f or Al umi num- Al l oy Per manent Mol d Cast i ngs

ASTM B209 ( 2014) St andar d Speci f i cat i on f or Al umi num and Al umi num- Al l oy Sheet and Pl at e

ASTM B209M ( 2014) St andar d Speci f i cat i on f or Al umi num and Al umi num- Al l oy Sheet and Pl at e ( Met r i c)

ASTM B221 ( 2014) St andar d Speci f i cat i on f or Al umi num and Al umi num- Al l oy Ext r uded Bar s, Rods, Wi r e, Pr of i l es, and Tubes

ASTM B221M ( 2013) St andar d Speci f i cat i on f or Al umi num


and Al umi num- Al l oy Ext r uded Bar s, Rods, Wi r e, Pr of i l es, and Tubes ( Met r i c)

ASTM B26/ B26M ( 2014; E 2015) St andar d Speci f i cat i on f or Al umi num- Al l oy Sand Cast i ngs

ASTM B429/ B429M ( 2010; E 2012) St andar d Speci f i cat i on f or Al umi num- Al l oy Ext r uded St r uct ur al Pi pe and Tube

ASTM B62 ( 2017) St andar d Speci f i cat i on f or Composi t i on Br onze or Ounce Met al Cast i ngs

ASTM C1048 ( 2012; E 2012) St andar d Speci f i cat i on f or Heat - St r engt hened and Ful l y Temper ed Fl at Glass

ASTM C150/ C150M ( 2017) St andar d Speci f i cat i on f or Por t l and Cement

ASTM C260/ C260M ( 2010a; R 2016) St andar d Speci f i cat i on f or Ai r - Ent r ai ni ng Admi xt ur es f or Concr et e

ASTM C33/ C33M ( 2016) St andar d Speci f i cat i on f or Concr et e Aggregates

ASTM C94/ C94M ( 2017a) St andar d Speci f i cat i on f or Ready- Mi xed Concr et e

ASTM C979/ C979M ( 2016) St andar d Speci f i cat i on f or Pi gment s f or I nt egr al l y Col or ed Concr et e

ASTM D1187/ D1187M ( 1997; E 2011; R 2011) Asphal t - Base Emul si ons f or Use as Pr ot ect i ve Coat i ngs f or Met al

ASTM D2990 ( 2017) St andar d Test Met hods f or Tensi l e, Compr essi ve, and Fl exur al Cr eep and Cr eep- Rupt ur e of Pl ast i cs

ASTM D3451 ( 2006; R 2017) St andar d Gui de f or Test i ng Coat i ng Powder s and Powder Coat i ngs

ASTM D4060 ( 2014) Abr asi on Resi st ance of Or gani c Coat i ngs by t he Taber Abr aser

ASTM D4802 ( 2016) St andar d Speci f i cat i on f or Pol y( Met hyl Met hacr yl at e) Acr yl i c Pl ast i c Sheet

ASTM E488/ E488M ( 2015) St andar d Test Met hods f or St r engt h of Anchor s i n Concr et e and Masonr y El ement s

ASTM F1487 ( 2017) St andar d Consumer Saf et y Per f or mance Speci f i cat i on f or Pl aygr ound Equi pment f or Publ i c Use


CSA GROUP ( CSA)

CSA Z809- 08 ( R2013) Sust ai nabl e For est Management

FOREST STEWARDSHI P COUNCI L ( FSC)

FSC STD 01 001 ( 1993; Am 1996; Am 1999; Am 2002) Pr i nci pl es and Cr i t er i a f or For est Stewardship

NATI ONAL HARDWOOD LUMBER ASSOCI ATI ON ( NHLA)

NHLA Rul es ( 2015) Rul es f or t he Measur ement & I nspect i on of Har dwood & Cypr ess

PRECAST/ PRESTRESSED CONCRETE I NSTI TUTE ( PCI )

PCI MNL- 117 ( 2013) Manual f or Qual i t y Cont r ol f or Pl ant s and Pr oduct i on of Ar chi t ect ur al Pr ecast Concr et e Pr oduct s, 3r d Edi t i on

PCI MNL- 128 ( 2001) Recommended Pr act i ce f or Gl ass Fi ber Rei nf or ced Concr et e Panel s, 4t h Edition

PROGRAMME FOR ENDORSEMENT OF FOREST CERTI FI CATI ON ( PEFC)

PEFC ST 2002: 2013 ( 2015) PEFC I nt er nat i onal St andar d Chai n of Cust ody of For est Based Pr oduct s Requirements

REDWOOD I NSPECTI ON SERVI CE ( RI S) OF THE CALI FORNI A REDWOOD ASSOCI ATI ON ( CRA)

RI S Gr ade Use ( 1998) Redwood Lumber Gr ades and Uses

SOCI ETY FOR PROTECTI VE COATI NGS ( SSPC)

SSPC Pai nt 25 ( 1997; E 2004) Zi nc Oxi de, Al kyd, Li nseed Oi l Pr i mer f or Use Over Hand Cl eaned St eel , Type I and Type I I

SOUTHERN PI NE I NSPECTI ON BUREAU ( SPI B)

SPI B 1003 ( 2014) St andar d Gr adi ng Rul es f or Sout her n Pi ne Lumber

SUSTAI NABLE FOREST I NI TI ATI VE ( SFI )

SFI 2015- 2019 ( 2015) St andar ds, Rul es f or Label Use, Pr ocedur es and Gui dance

U. S. GENERAL SERVI CES ADMI NI STRATI ON ( GSA)

CI D A- A- 1925 ( Rev A; Not i ce 3) Shi el d Expansi on ( Nai l Anchors)


WEST COAST LUMBER I NSPECTI ON BUREAU ( WCLI B)

WCLI B 17 ( 2015) St andar d Gr adi ng Rul es

WESTERN WOOD PRODUCTS ASSOCI ATI ON ( WWPA)

WWPA G- 5 ( 2017) West er n Lumber Gr adi ng Rul es

1. 2 SUBMITTALS

**************************************************************************NOTE: Revi ew submi t t al descr i pt i on ( SD) def i ni t i ons i n Sect i on 01 33 00 SUBMI TTAL PROCEDURES and edi t t he f ol l owi ng l i s t t o r ef l ect onl y t he submi t t al s r equi r ed f or t he pr oj ect .

The Gui de Speci f i cat i on t echni cal edi t or s have desi gnat ed t hose i t ems t hat r equi r e Gover nment appr oval , due t o t hei r compl exi t y or cr i t i cal i t y , wi t h a " G. " Gener al l y, ot her submi t t al i t ems can be r evi ewed by t he Cont r act or ' s Qual i t y Cont r ol Syst em. Onl y add a “ G” t o an i t em, i f t he submi t t al i s suf f i c i ent l y i mpor t ant or compl ex i n cont ext of t he pr oj ect .

For submi t t al s r equi r i ng Gover nment appr oval on Ar my pr oj ect s, a code of up t o t hr ee char act er s wi t hi n t he submi t t al t ags may be used f ol l owi ng t he " G" desi gnat i on t o i ndi cat e t he appr ovi ng aut hor i t y. Codes f or Ar my pr oj ect s usi ng t he Resi dent Management Syst em ( RMS) ar e: " AE" f or Ar chi t ect - Engi neer ; " DO" f or Di st r i c t Of f i ce ( Engi neer i ng Di v i s i on or ot her or gani zat i on i n t he Di st r i c t Of f i ce) ; " AO" f or Ar ea Of f i ce; " RO" f or Resi dent Of f i ce; and " PO" f or Pr oj ect Of f i ce. Codes f ol l owi ng t he " G" t ypi cal l y ar e not used f or Navy, Ai r For ce, and NASA pr oj ect s.

Use t he " S" c l assi f i cat i on onl y i n SD- 11 Cl oseout Submi t t al s. The " S" f ol l owi ng a submi t t al i t em i ndi cat es t hat t he submi t t al i s r equi r ed f or t he Sust ai nabi l i t y eNot ebook t o f ul f i l l f eder al l y mandat ed sust ai nabl e r equi r ement s i n accor dance wi t h Sect i on 01 33 29 SUSTAI NABI LI TY REPORTI NG.

Choose t he f i r st br acket ed i t em f or Navy, Ai r For ce and NASA pr oj ect s, or choose t he second br acket ed i t em f or Ar my pr oj ect s.

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Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on; submi t t al s not havi ng a " G" desi gnat i on ar e f or [ Cont r act or Qual i t y Cont r ol appr oval . ] [ i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . ] Submi t t al s wi t h an " S" ar e f or i ncl usi on i n t he Sust ai nabi l i t y eNot ebook, i n conf or mance t o Sect i on 01 33 29 SUSTAI NABI LI TY REPORTI NG. Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:


SD- 02 Shop Dr awi ngs

Benches and Chai r s; G[ , [ _____] ]

Tabl es; G[ , [ _____] ]

Shel t er s; G[ , [ _____] ]

Bi cycl e Racks; G[ , [ _____] ]

Pl ant er s; G[ , [ _____] ]

Bol l ar ds; G[ , [ _____] ]

Tr ee Gr at es; G[ , [ _____] ]

Assembl y I nst r uct i on Dr awi ngs

SD- 03 Pr oduct Dat a

Benches and Chai r s

Tables

Shelters

Bi cycl e Racks

Planters

Bollards

Tr ee Gr at es

Wast e Recept acl es

SD- 04 Sampl es

Fi ni sh; G[ , [ _____] ]

SD- 06 Test Repor t s

Testing

SD- 07 Cer t i f i cat es

Pr i mer Cer t i f i cat e

Powder Coat i ngs Cer t i f i cat e

[ Cer t i f i ed Sust ai nabl y Har vest ed Wood]

SD- 11 Cl oseout Submi t t al s

Recycl ed Cont ent f or st eel component s; S

Recycl ed Cont ent f or al umi num component s; S

Recycl ed Cont ent f or HDPE component s; S


[ Cer t i f i ed Sust ai nabl y Har vest ed l umber ; S]

[ Cer t i f i ed Sust ai nabl y Har vest ed wood f or wood seat s and t abl e t ops; S]

[ Cer t i f i ed Sust ai nabl y Har vest ed wood f or wood benches and chai r s; S]

[ Cer t i f i ed Sust ai nabl y Har vest ed wood f or wood cont ai ner s; S]

[ Cer t i f i ed Sust ai nabl y Har vest ed wood f or wood shel t er s; S]

[ Cer t i f i ed Sust ai nabl y Har vest ed wood f or wood t abl es; S]

1. 3 CERTIFICATIONS**************************************************************************

NOTE: Use cer t i f i ed sust ai nabl y har vest ed wood wher e sui t abl e f or appl i cat i on and cost ef f ect i ve. Sust ai nabl y Har vest ed Wood i s a pr oduct whi ch comes f r om a t hi r d- par t y For est r y Cer t i f i cat i on Pr ogr am and t hus car r i es cer t ai n char act er i st i cs: 1) Pr ot ect i on of bi odi ver si t y, speci es at r i sk and wi l dl i f e habi t at , sust ai nabl e har vest l evel s, pr ot ect i on of wat er qual i t y , and pr ompt r egener at i on ( e. g. , r epl ant i ng and r ef or est at i on) ; 2) Thi r d- par t y cer t i f i cat i on audi t s per f or med by accr edi t ed cer t i f i cat i on bodi es; 3) Publ i c l y avai l abl e cer t i f i cat i on audi t summar i es; 4) Mul t i - st akehol der i nvol vement i n a st andar ds devel opment pr ocess; 5) Compl ai nt s and appeal s pr ocess.

Desi gner must ver i f y sui t abi l i t y , avai l abi l i t y wi t hi n t he r egi on, cost ef f ect i veness and adequat e compet i t i on bef or e speci f y i ng t hese sust ai nabl y har vest ed wood cer t i f i cat i ons - i f t hese condi t i ons ar e ver i f i ed f or t he pr oj ect l ocal e, i ncl ude t he f ol l owi ng sect i on. For pr oj ect s pur sui ng LEED, del et e cer t i f i cat i ons ot her t han FSC; f or al l ot her pr oj ect s al l ow t he ent i r e l i s t of t hi r d par t y certifications.

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1. 3. 1 Cer t i f i ed Sust ai nabl y Har vest ed Wood

Pr ovi de wood cer t i f i ed as sust ai nabl y har vest ed by FSC STD 01 001[, ATFS STANDARDS, CSA Z809- 08, SFI 2015- 2019, or ot her t hi r d par t y pr ogr am cer t i f i ed by PEFC ST 2002: 2013] . Pr ovi de a l et t er of Cer t i f i cat i on of Sust ai nabl y Har vest ed Wood si gned by t he wood suppl i er . I dent i f y cer t i f y i ng or gani zat i on and t hei r t hi r d par t y pr ogr am name and i ndi cat e compl i ance wi t h chai n- of - cust ody pr ogr am r equi r ement s. Submi t sust ai nabl e wood cer t i f i cat i on dat a; i dent i f y each cer t i f i ed pr oduct on a l i ne i t em basi s. Submi t copi es of i nvoi ces bear i ng cer t i f i cat i on number s.

1. 4 QUALI TY ASSURANCE

Qual i f y wel der s i n accor dance wi t h AWS D1. 1/ D1. 1M usi ng pr ocedur es, mat er i al s, and equi pment of t he t ype r equi r ed f or t he wor k.


1. 4. 1 Fabr i cat i on Dr awi ngs

Submi t f abr i cat i on dr awi ngs showi ng l ayout ( s) , connect i ons t o st r uct ur al syst em, and anchor i ng det ai l s as speci f i ed i n AI SC 303.

1. 4. 2 I nst al l at i on Dr awi ngs

Submi t t empl at es, er ect i on and i nst al l at i on dr awi ngs i ndi cat i ng t hi ckness, t ype, gr ade, c l ass of met al , and di mensi ons. Show const r uct i on det ai l s , r ei nf or cement , anchor age, and i nst al l at i on.

1. 4. 3 Assembl y I nst r uct i on Dr awi ngs

Submi t assembl y i nst r uct i on dr awi ngs showi ng l ayout ( s) , connect i ons, bol t i ng and anchor i ng det ai l s i n accor dance wi t h manuf act ur er ' s st andar ds. Submi t dr awi ngs showi ng scal ed det ai l s of pr oposed si t e f ur ni shi ngs, el evat i ons f or each t ype of s i t e f ur ni shi ng; di mensi ons, det ai l s , and met hods of mount i ng or anchor i ng; shape and t hi ckness of mat er i al s; and det ai l s of const r uct i on.

1. 4. 4 Pr i mer Cer t i f i cat e

Submi t a cer t i f i cat e f r om t he manuf act ur er st at i ng t hat t he pr i mer conf or ms t o r equi r ement s of SSPC Pai nt 25.

1. 4. 5 Powder Coat i ngs Cer t i f i cat e

Submi t a cer t i f i cat e f r om t he manuf act ur er st at i ng t hat t he powder coat conf or ms t o ASTM D3451.

1. 5 DELI VERY, STORAGE, AND HANDLI NG

Shi p i t ems knocked- down ( KD) r eady f or s i t e assembl y. Packaged component s must be compl et e i ncl udi ng al l accessor i es and har dwar e. Mat er i al s must be del i ver ed, handl ed, and st or ed i n accor dance wi t h t he manuf act ur er ' s r ecommendat i ons. Si t e f ur ni shi ngs must be i nspect ed upon ar r i val at t he j ob s i t e f or conf or mi t y t o speci f i cat i ons and qual i t y i n accor dance wi t h par agr aph MATERI ALS. Pr ot ect f r om cor r osi on, st ai ni ng, and ot her t ypes of damage. St or e i t ems i n desi gnat ed ar ea f r ee f r om cont act wi t h soi l and weat her . Remove and r epl ace damaged i t ems wi t h new i t ems.

PART 2 PRODUCTS

2. 1 MATERIALS

Pr ovi de mat er i al s whi ch ar e t he st andar d pr oduct s of a manuf act ur er r egul ar l y engaged i n t he manuf act ur e of such pr oduct s. The mat er i al s pr ovi ded shal l be of a t ype wi t h pr oven sat i sf act or y usage f or at l east 2 years.

2. 1. 1 Metals

Met al l i c mat er i al s and pr oduct s must conf or m t o Sect i on 05 50 13 MI SCELLANEOUS METAL FABRI CATI ONS. Fur ni sh met al component s wi t h f act or y dr i l l ed hol es and f r ee of excess wel d and spat t er . Met al component s wi t h hol es t hat wi l l not be f i l l ed by har dwar e or hi dden by ot her component s wi l l be r ej ect ed. St r uct ur al st eel pr oduct s must conf or m t o ASTM A36/ A36M, ASTM A500/ A500M and ASTM A501/ A501M. Pr ovi de St eel Component s wi t h a


mi ni mum of 70 per cent r ecycl ed cont ent . Pr ovi de dat a i dent i f y i ng per cent age of r ecycl ed cont ent f or st eel component s.

2. 1. 2 St r uct ur al Tubi ng

ASTM A500/ A500M

2. 1. 3 St eel Pi pe and Fi t t i ngs

St eel pi pe must conf or m t o ASTM A53/ A53M, Type E or S, Gr ade B; st andar d mal l eabl e i r on f i t t i ngs must conf or m t o ASTM A47/ A47M.

2. 1. 4 Gr ay Cast I r on

Gr ay cast i r on must conf or m t o ASTM A48/ A48M Cl ass 35 or bet t er . Pr ovi de cast i ngs manuf act ur ed t r ue t o pat t er n and component par t s t hat f i t t oget her i n a sat i sf act or y manner . Cast i ngs must be of uni f or m qual i t y , f r ee f r om bl owhol es, por osi t y, har d spot s, shr i nkage, di st or t i on, or ot her def ect s. Smoot h cast i ngs must be wel l - c l eaned by sand or shot bl ast i ng.

2. 1. 5 Al umi num Pr oduct s**************************************************************************

NOTE: Use mat er i al s wi t h r ecycl ed cont ent wher e appr opr i at e f or use. Desi gner must ver i f y sui t abi l i t y , avai l abi l i t y wi t hi n t he r egi on, cost ef f ect i veness and adequat e compet i t i on bef or e speci f y i ng pr oduct r ecycl ed cont ent r equi r ement s.

Resear ch shows t he pr oduct i s avai l abl e among US nat i onal manuf act ur er s above t he mi ni mum r ecycl ed cont ent st at ed.

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Pr ovi de Al umi num Component s wi t h a mi ni mum of 50 per cent t ot al r ecycl ed cont ent . Pr ovi de dat a i dent i f y i ng per cent age of r ecycl ed cont ent f or al umi num component s

2. 1. 6 Cast Al umi num

Cast al umi num must conf or m t o ASTM B26/ B26M and ASTM B108/ B108M. Pr ovi de cast i ngs manuf act ur ed t r ue t o pat t er n and component par t s t hat f i t t oget her i n a sat i sf act or y manner . Pr ovi de cast i ngs of uni f or m qual i t y , f r ee f r om bl owhol es, por osi t y, har d spot s, shr i nkage, di st or t i on, or ot her def ect s. Smoot h cast i ngs must be wel l - c l eaned by sand or shot bl ast i ng.

2. 1. 7 Al umi num Al l oy Pr oduct s

Conf or m t o ASTM B209M ASTM B209 f or sheet pl at e, ASTM B221M ASTM B221 f or ext r usi ons and ASTM B26/ B26M or ASTM B108/ B108M f or cast i ngs, as appl i cabl e. Pr ovi de al umi num ext r usi ons at l east 3 mm 1/ 8 i nch t hi ck and al umi num pl at e or sheet at l east 1. 3 mm 0. 050 i nch t hi ck.

2. 1. 8 Anchor s and Har dwar e

Pr ovi de anchor s, wher e necessar y, f or f ast eni ng s i t e f ur ni shi ngs secur el y i n pl ace and i n accor dance wi t h appr oved manuf act ur er ' s i nst r uct i ons. Anchor i ng devi ces t hat may be used, when no anchor s ar e ot her wi se speci f i ed or i ndi cat ed, i ncl ude anchor bol t s, s l ot t ed i nser t s, expansi on shi el ds f or


concr et e; t oggl e bol t s and t hr ough bol t s f or masonr y; machi ne car r i age bol t s f or st eel ; and l ag bol t s and scr ews f or wood. Anchor bol t s must conf or m t o ASTM A307. Har dwar e must be [ st ai nl ess st eel ] [ br ass] [ z i nc- pl at ed] [ z i nc- chr omat e pl at ed] [ or ] [ gal vani zed st eel ] i n accor dance with ASTM A153/ A153M and compat i bl e wi t h t he mat er i al t o whi ch appl i ed. Al l exposed har dwar e must mat ch i n col or and f i ni sh. Mount i ng har dwar e must be conceal ed, r ecessed, and pl ugged.

2. 1. 8. 1 Thr eaded I nser t s and Expansi on Anchor s

Pr ovi de i nser t s r ecessed not l ess t han [ 65] [ _____] mm [ 2. 5] [ _____] i nches i nt o concr et e or masonr y. Pul l out [ 90] [ _____] kg [ 198] [ _____] pounds i n concr et e wi t h f ' c of 20 MPa 3, 000 psi , as t est ed i n accor dance wi t h ASTM E488/ E488M. Expansi on shi el ds must conf or m t o CI D A- A- 1925, gr oup I I , t ype 4, c l ass 1. Pr ovi de embedment r equi r ed by manuf act ur er .

2. 1. 8. 2 Lag Scr ews and Bol t s

ASME B18. 2. 1, t ype and gr ade best sui t ed f or t he pur pose.

2. 1. 8. 3 Toggl e Bol t s

ASME B18. 2. 1.

2. 1. 8. 4 Bol t s, Nut s, St uds and Ri vet s

ASME B18. 2. 2 or ASTM A307.

2. 1. 8. 5 Power Dr i ven Fast ener s

Fol l ow saf et y pr ovi s i ons of ASSE/ SAFE A10. 3.

2. 1. 8. 6 Screws

ASME B18. 2. 1, ASME B18. 6. 2, and ASME B18. 6. 3.

2. 1. 8. 7 Washers

Pr ovi de pl ai n washer s t o conf or m t o ASME B18. 22M ASME B18. 21. 1. Pr ovi de bevel ed washer s f or Amer i can St andar d beams and channel s, squar e or r ect angul ar , t aper ed i n t hi ckness, and smoot h. Pr ovi de l ock washer s t o conf or m t o ASME B18. 21. 2M ASME B18. 21. 1.

2. 1. 9 Ounce Met al s

Br onze, copper , and ot her ounce met al s must conf or m t o ASTM B62.

2. 1. 10 Concrete

Ready- mi xed concr et e must conf or m t o ASTM C94/ C94M, usi ng 19 mm 3/ 4 i nch maxi mum si ze aggr egat e, and havi ng mi ni mum compr essi ve st r engt h of 20 MPa 3000 psi at 28 days. Por t l and cement must conf or m t o ASTM C150/ C150M. Cast - i n- pl ace concr et e mat er i al s and pr oduct s must conf or m t o Sect i on [03 30 00. 00 10 CAST- I N- PLACE CONCRETE] [ 03 30 00 CAST- I N- PLACE CONCRETE] . Pr ecast concr et e mat er i al and pr oduct s must conf or m t o Sect i on 03 45 33 PRECAST[ PRESTRESSED] STRUCTURAL CONCRETE. Rei nf or c i ng st eel must conf or m to ASTM A615/ A615M. Wel ded wi r e f abr i c must conf or m t o ASTM A1064/ A1064M.


2. 1. 11 Masonry

Masonr y mat er i al and pr oduct s must conf or m t o Sect i on 04 20 00 UNI T MASONRY

2. 1. 12 Temper ed Gl ass

ASTM C1048, Ki nd FT ( f ul l y t emper ed) , condi t i on A ( uncoat ed) , Type 1 ( t r anspar ent , Qual i t y q3, [ 6. 35] [ _____] mm [ 1/ 4] [ _____] i nch t hi ck, [ c l ear ] [ br onze] [ _____] i n col or .

2. 1. 13 Plastics

**************************************************************************NOTE: I t i s i mpor t ant f or t he desi gner t o ensur e manuf act ur er s suppl y qual i t y pl ast i c pr oduct s made f r om post - consumer r ecycl ed hi gh densi t y pol yet hyl enes. Hi gh densi t y pol yet hyl ene can be manuf act ur ed usi ng post - consumer r ecycl ed pl ast i c r esi ns f r om pr oduct s such as mi l k cont ai ner s. Desi gner shoul d i nsi st on pr oduct s ut i l i z i ng hi gh- densi t y pol yet hyl ene. Use mat er i al s wi t h r ecycl ed cont ent wher e appr opr i at e f or use. Desi gner must ver i f y sui t abi l i t y , avai l abi l i t y wi t hi n t he r egi on, cost ef f ect i veness and adequat e compet i t i on bef or e speci f y i ng pr oduct r ecycl ed cont ent r equi r ement s. Resear ch shows t he pr oduct i s avai l abl e among US nat i onal manuf act ur er s above t he mi ni mum r ecycl ed cont ent st at ed.

Pl ast i c l umber i s suscept i bl e t o bot h cr eep and def l ect i on; t her ef or e, i t cannot be used f or st r uct ur al member s of f ur ni shi ngs. To over come cr eep and def l ect i on, t he pr oduct i s i ncr eased i n vol ume of mat er i al and di mensi on.

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Pr ovi de Hi gh Densi t y Pol yet hyl ene ( HDPE) Component s wi t h a mi ni mum of 90 per cent t ot al r ecycl ed cont ent . Pr ovi de dat a i dent i f y i ng per cent age of r ecycl ed cont ent f or HDPE component s. Recycl ed mat er i al s must be const r uct ed or manuf act ur ed wi t h a maxi mum 6 mm 1/ 4 i nch def l ect i on or cr eep i n any member i n conf or mance wi t h ASTM D2990. Pr ovi de panel s and component s mol ded of ul t r avi ol et ( UV) and col or st abi l i zed pol yet hyl ene, wi t h mi ni mum 6 mm 1/ 4 i nch wal l t hi ckness; exposed edges must be smoot hed, r ounded, and f r ee of bur r s and poi nt s; and t he mat er i al must be r esi st ant t o f adi ng, cr acki ng, f oggi ng, and shat t er i ng. The mat er i al must be non- t oxi c and have no di scer ni bl e cont ami nat es such as paper , f oi l , or wood. The mat er i al must cont ai n no mor e t han 3 per cent ai r voi ds and be r esi st ant t o def or mat i on f r om sol ar r adi at i on heat gai n. Recycl ed mat er i al s t o i nc l ude pl ast i c l umber wi l l not be used as st r uct ur al component s of s i t e f ur ni shi ngs. Submi t a r epor t of s i t e f ur ni shi ng par t s consi st i ng of r ecycl ed mat er i al s. Pr oduct speci f i cat i on dat a, pr ovi di ng t est i nf or mat i on f or def l ect i on and cr eep i n accor dance wi t h ASTM D2990 f or s i t e f ur ni shi ngs whi ch use pl ast i c l umber as a component , must be submi t t ed. Pr ovi de dat a f or compar i son of def l ect i on and cr eep measur ement s t o ot her compar abl e mat er i al s.

2. 1. 13. 1 Ext r uded Acr yl i c Sheet

ASTM D4802 [ Type I , r egul ar ] [ Type I I , heat r esi st ant ] [ 6] [ _____] mm [ 1/ 4]


[ _____] i nch t hi ck, [ c l ear ] [ _____] i n col or .

2. 1. 13. 2 Cast Acr yl i c Sheet

ASTM D4802, I t em A, [ Type I , Heat r esi st ant and ul t r avi ol et l i ght absor bi ng] [ Type I I , heat r esi st ant ] , 6 mm 1/ 4 i nch t hi ck, [ c l ear ] [ br onze] [ _____] i n col or .

2. 1. 14 Lumber

Pr ovi de pr emi um gr ade wood f r ee of knot s; boar ds wi t h eased edges and ends; and wood component s wi t h f act or y dr i l l ed hol es. Component s wi t h hol es t hat wi l l not be f i l l ed by har dwar e or hi dden by ot her component s wi l l be r ej ect ed. Wood pr oduct s must be sel ect ed t o wi t hst and t he c l i mat i c condi t i ons of t he r egi on i n whi ch t he s i t e i s l ocat ed.**************************************************************************

NOTE: Use cer t i f i ed sust ai nabl y har vest ed wood f or al l speci al t y i t ems wher e sui t abl e f or appl i cat i on and cost ef f ect i ve. The Edi t or may wi sh t o sel ect i vel y appl y t hi s r equi r ement t o t he speci al t y i t ems wi t hi n t hi s speci f i cat i on and del et e t he gener al r equi r ement her e

**************************************************************************

[ Pr ovi de cer t i f i ed sust ai nabl y har vest ed l umber . ]

Lumber gr ades must meet manuf act ur er s st andar ds of t he gr adi ng r ul es under whi ch t hey ar e manuf act ur ed. Wher e no st andar ds exi st t he f ol l owi ng must be t he mi ni mum accept abl e gr ades f or speci es used.

a. WWPA G- 5 gr adi ng r ul es, [ Dougl as Fi r ] [ West er n Cedar s] , [ Choi ce & Bt r , ] [ Sel ect or A & Bt r . ] i n accor dance wi t h speci al west er n r ed cedar r ul es.

b. WCLI B 17 st andar d gr adi ng r ul es, [ Dougl as Fi r ] [ West er n Cedar s] , A & Btr.

c. SPI B 1003 gr adi ng r ul es, Sout her n Pi ne, C & Bt r .

d. NHLA Rul es st andar d speci f i cat i on, Cypr ess, C- Sel ect .

e. RI S Gr ade Use st andar d speci f i cat i ons, Redwood, [ Cl ear ] [ Cl ear Al l Heart].

f . NHLA Rul es r ul es, [ Cypr ess] [ Teak] , [ B Fi ni sh] [ Sel ect or Bt r . ] .

2. 1. 14. 1 Moi st ur e Cont ent

Ai r - dr y or k i l n- dr y l umber . Ki l n- dr y t r eat ed l umber af t er t r eat ment . Maxi mum moi st ur e cont ent of wood pr oduct s at t i me of del i ver y must be i n accor dance wi t h manuf act ur er s st andar d. I f no manuf act ur er ' s st andar d exi st s, t hen moi st ur e cont ent must be based on r equi r ement s f or t he pr oduct , gr ade and i nt ended use.

2. 1. 14. 2 Treatment

Wood t hat i s not nat ur al l y r ot and i nsect r esi st ant must be t r eat ed i n accor dance wi t h AWPA U1, as appl i cabl e, and i nspect ed i n accor dance wi t h AWPA M2. Pr ovi de t r eat ment of wood i n accor dance wi t h ASTM F1487.


2. 1. 14. 3 Wood Seat s and Tabl e Tops

Cl ear t eak, mapl e, oak, Jar r ah, I pe or ot her sui t abl e har dwood, not l ess t han 40 mm 1- 5/ 8 i nches t hi ck wi t h r ounded edges.**************************************************************************

NOTE: Use cer t i f i ed sust ai nabl y har vest ed wood wher e sui t abl e f or appl i cat i on and cost ef f ect i ve.

**************************************************************************

[ Pr ovi de cer t i f i ed sust ai nabl y har vest ed wood f or wood seat s and t abl e t ops. ]

2. 1. 15 Fiberglass

Fi ber gl ass must consi st of at l east 3 l ami nat i ons of chopped gl ass f i ber s i mpr egnat ed wi t h pol yest er r esi n, wi t h col or s and t ext ur es mol ded i nt o al l exposed sur f aces so t hat col or s r esi st f adi ng. Fi ber gl ass must be r esi st ant t o c l eaner s, f er t i l i zer s, hi gh power spr ay and sal t .

2. 2 PRETREATMENT, PRI MI NG AND PAI NTI NG

**************************************************************************NOTE: Use manuf act ur er s st andar d t r eat ment when pai nt i ng and f i ni shi ng i s r equi r ed.

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Appl y pr et r eat ment , pr i mer , and pai nt i n accor dance wi t h manuf act ur er ' s pr i nt ed i nst r uct i ons. [ On sur f aces conceal ed i n t he f i ni shed const r uct i on or not accessi bl e f or f i ni sh pai nt i ng, appl y an addi t i onal pr i me coat t o a mi ni mum dr y f i l m t hi ckness of 0. 03 mm 1. 0 mi l . Ti nt addi t i onal pr i me coat wi t h a smal l amount of t i nt i ng pi gment . ]

2. 2. 1 Nonf er r ous Met al Sur f aces

Pr ot ect by pl at i ng, anodi c, or or gani c coat i ngs.

2. 2. 2 Al umi num Sur f aces

Bef or e f i ni shes ar e appl i ed, r emove r ol l mar ks, scr at ches, r ol l ed- i n scr at ches, k i nks, st ai ns, pi t s, or ange peel , di e mar ks, st r uct ur al st r eaks, and ot her def ect s whi ch wi l l af f ect uni f or m appear ance of f i ni shed sur f aces.

2. 3 COATI NGS AND FI NI SHES

**************************************************************************NOTE: The cont ent of vol at i l e or gani c compounds ( VOC) , and mar ki ng, must be i n compl i ance wi t h ai r qual i t y r egul at i ons f or t he t ype of appl i cat i on and j ur i sdi ct i on wher e used.

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2. 3. 1 Galvanizing

**************************************************************************NOTE: Speci f y gal vani z i ng f or i t ems i nst al l ed i n ext er i or exposur es subj ect t o sal t spr ay or cor r osi ve f umes and i nt er i or ar eas subj ect t o cont i nual wet t i ng or hi gh humi di t y.


**************************************************************************

Hot - di p gal vani ze i t ems speci f i ed t o be z i nc- coat ed, af t er f abr i cat i on wher e pr act i cabl e. Gal vani z i ng must conf or m t o ASTM A123/ A123M, ASTM A153/ A153M or ASTM A653/ A653M, as appl i cabl e. Tai l i ngs and shar p pr ot r usi ons f or med as a r esul t of t he hot - di p pr ocess must be r emoved and exposed edges bur ni shed. Gal vani ze anchor bol t s, gr at i ng f ast ener s, washer s and par t s or devi ces necessar y f or pr oper i nst al l at i on, unl ess ot her wi se i ndi cat ed.

2. 3. 2 Pol yest er Powder

Powder - coat ed sur f aces must r ecei ve el ect r ost at i c z i nc coat i ng pr i or t o pai nt i ng. Powder coat i ng must be el ect r ost at i cal l y appl i ed and oven cur ed. Pol yest er powder coat i ng must be r esi st ant t o ul t r avi ol et ( UV) light.

2. 3. 3 Pol yvi nyl - Chl or i de ( PVC)

PVC coat i ng must be pr i med wi t h a c l ear acr yl i c t her moset t i ng sol ut i on. The pr i med par t s must be pr eheat ed pr i or t o di ppi ng. The l i qui d pol yvi nyl chl or i de must be ul t r avi ol et ( UV) st abi l i zed and mol d- r esi st ant . The coat ed par t s must be cur ed. The coat i ng must be a mi ni mum 2 mm 2/ 25 i nches t hi ck pl us or mi nus 0. 5 mm 0. 020 i nches and must have an 85 dur omet er har dness wi t h a s l i p- r esi st ant f i ni sh.

2. 3. 4 Finish

Fi ni sh must be as speci f i ed by t he manuf act ur er or as i ndi cat ed. Exposed sur f aces and edges must be r ounded, pol i shed, or sanded. Fi ni sh must be non- t oxi c, non- gl ar e, and r esi st ant t o cor r osi on. Exposed sur f aces must be smoot h and spl i nt er - f r ee exposed sur f aces. Submi t [ t wo] [ _____] set s of col or dat a f or each f ur ni shi ng di spl ayi ng manuf act ur er ' s col or sel ect i ons and f i ni shes, and i dent i f y i ng t hose col or s and f i ni shes pr oposed f or use.

2. 3. 4. 1 Wood Seal ant s

Exposed wood sur f aces must have, as a mi ni mum, t wo shop coat s of pai nt , var ni sh, seal er , or ot her appr oved pr eser vat i ve. Seal ant s must seal al l appl i ed sur f aces f r om ai r .

2. 3. 4. 2 Paint

Pai nt must be f act or y appl i ed wi t h a mi ni mum of 2 coat s. Pai nt must be weat her - r esi st ant and r esi st ant t o cr acki ng, peel i ng and f adi ng.

2. 3. 4. 3 Color

Col or of s i t e f ur ni shi ng component s must be i n accor dance wi t h Sect i on 09 06 00 SCHEDULES FOR FI NI SHES.

2. 4 SI TE STANDARDS

Si t e f ur ni shi ngs must be f ur ni shed wi t h t he di mensi ons and r equi r ement s i ndi cat ed. Si t e f ur ni shi ngs pl aced i n chi l dr en' s out door pl ay ar eas must meet t he saf et y r equi r ement s of ASTM F1487 f or ent r apment ; shar p poi nt s, edges, and pr ot r usi ons; ent angl ement ; pi nch, cr ush, and shear poi nt s. Si t e f ur ni shi ngs t o be i ncl uded i n chi l dr en' s out door pl ay ar eas must be f r ee f r om shar p ver t i cal edges and any pr ot r udi ng el ement s and desi gned wi t h a


mi ni mum r adi us of 13 mm 1/ 2 i nch on al l ver t i cal edges; t hi s i ncl udes, but i s not l i mi t ed t o, seat wal l s, cont ai nment cur bs and pl ant er s. Wher e pr act i cal , hor i zont al edges exposed t o chi l dr en' s act i v i t i es must be rounded.

2. 5 BENCHES AND CHAI RS

Fur ni sh benches and chai r s wi t h no shar p edges or pr ot r udi ng har dwar e.

a. Hei ght : The hei ght above f i ni shed gr ade or speci f i ed sur f ace must be bet ween 450- 500 mm 18- 20 i nches and l evel .

b. Seat : The seat sur f ace must be pi t ched or s l ot t ed t o shed wat er ; t he seat dept h must be bet ween 300- 460 mm 12- 18 i nches and pi t ched down at t he back at a 0- 5 degr ee angl e. Seat must have a mi ni mum wi dt h of 610 mm 24 i nches per per son, and must over hang t he suppor t base by a mi ni mum of 100 mm 4 i nches f or heel space and t o f aci l i t at e r i s i ng f r om a seat i ng posi t i on.

c. Back Rest : When back r est s ar e r equi r ed, t he hei ght must be bet ween 380- 460 mm 15- 18 i nches f r om t he t op of t he seat and t he connect i on must be at a 90- 110 degr ee angl e t o t he seat .

d. Ar m Rest : When ar m r est s ar e r equi r ed, a mi ni mum of 150 mm 6 i nches hei ght f r om t he seat and a mi ni mum ar m r est wi dt h of 38. 3 mm 1- 1/ 2 i nches must be pr ovi ded.

e. Wei ght Li mi t : Seat s must suppor t a mi ni mum 136 kg 300 l bs f or each per son t hey ar e desi gned t o accommodat e.

[ 2. 5. 1 Pr ecast Uni t s

Desi gn pr ecast uni t s i n accor dance wi t h manuf act ur er ' s st andar ds, s i ze as i ndi cat ed. Fi ni sh and col or as i ndi cat ed sel ect ed f r om manuf act ur er ' s standards.

[ 2. 5. 1. 1 Gl ass Fi ber Rei nf or ced Concr et e ( GFRC) Uni t s

Pr ovi de gl ass f i ber r ei nf or ced concr et e ( GFRC) uni t s at l ocat i ons i ndi cat ed on t he dr awi ngs. Compl y wi t h PCI MNL- 128 r ecommended pr act i ce f or gl ass f i ber r ei nf or ced concr et e, i ncl udi ng Appendi x G, Pol ymer Modi f i ed Gl ass Fi ber Rei nf or ced Concr et e Panel s.

a. Desi gn pr ecast benches t o sust ai n a l i ve l oad of not l ess t han 10 kPa 200 pounds per squar e f oot .

b. Pr ovi de ASTM C150/ C150M cement , use onl y one br and and t ype of cement t hr oughout pr oj ect .

c. Pr ovi de al kal i r esi st ant ( AR) gl ass f i ber s pr oduced speci f i cal l y f or use i n gl ass f i ber r ei nf or ced concr et e, mi ni mum t hr ee per cent gl ass f i ber cont ent .

d. Pr ovi de c l ear s i l i ca sand aggr egat e passi ng 1. 18 mm No. 16 s i eve; washed, dr i ed and f r ee f r om del et er i ous mat er i al s. Pr ovi de t ype wi t h successf ul hi st or y of uses i n GFRC f abr i cat i on st andar d wi t h t he manufacturer.

e. Pr ovi de 20. 7 MPa 3000 psi concr et e, 28 day mi ni mum compr essi ve st r engt h


wi t h appr oxi mat el y 1921 kg/ cubi c met er 120 pcf densi t y; shel l t hi ckness of 10 t o 16 mm 3/ 8 t o 5/ 8 i nch.

f . Pr ovi de manuf act ur er ' s st andar d acr yl i c t her mopl ast i c copol ymer admixture.

g. Pr ovi de f act or y f i ni shed uni t s st andar d wi t h t he manuf act ur er ; t ext ur e and col or as sel ect ed.

( 1) Pr ovi de whi t e or gr ey cement consi st ent wi t h f i nal f i ni sh.

( 2) Pr ovi de ASTM C33/ C33M ( l ess gr adat i on) f aci ng aggr egat es, c l ean, har d, dur abl e, i ner t and f r ee of st ai ni ng and del et er i ous mat er i al s; as r equi r ed t o mat ch appr oved sampl es.

( 3) Pr ovi de col or meet i ng ASTM C979/ C979M, pur e, non- f adi ng mi ner al oxi des, maxi mum t en per cent cement wei ght ; as r equi r ed t o mat ch appr oved sampl es wi t hout i mpai r i ng st r engt h of GFRC.

( 4) Appl y f i ni sh meet i ng ASTM D4060 wat er bor ne cr ossl i nked acr yl i c 49. 5 +/ - t wo per cent sol i ds by wei ght pr ovi di ng 1000 cycl es per 0. 0254 mm 1000 cycl es per 0. 001 i nch r esi st ance t o abr asi on.

h. Pr ef abr i cat e uni t s wi t hi n f ol l owi ng maxi mum f abr i cat i on t ol er ances.

( 1) Di mensi on: Pl us or mi nus 3 mm 1/ 8 i nch i n any di r ect i on, noncumulative.

( 2) Mat er i al Thi ckness: Pl us 6 mm 1/ 4 i nch and mi nus 0- i nch.

( 3) Tot al Uni t Thi ckness: Pl us 6 mm 1/ 4 i nch and mi nus 3 mm 1/ 8 i nch.

( 4) I nser t Locat i ons: Pl us or mi nus 6 mm 1/ 4 i nch.

][ 2. 5. 1. 2 Pr ecast Concr et e/ Cast St one Uni t s

Pr ovi de r ei nf or ced pr ecast concr et e uni t s consi st i ng of a mi xt ur e of cement , aggr egat es and mi ner al col or s sui t abl e f or ext er i or use, l ocat ed as i ndi cat ed. Desi gn benches t o sust ai n a l i ve l oad of not l ess t han 10 kPa 200 pounds per squar e f oot .

2. 5. 1. 2. 1 Por t l and Cement

ASTM C150/ C150M Type I I I or I I I

2. 5. 1. 2. 2 Aggregate

ASTM C33/ C33M, maxi mum si ze 19 mm 3/ 4 i nch

2. 5. 1. 2. 3 Rei nf or c i ng St eel

ASTM A615/ A615M

2. 5. 1. 2. 4 Gal vani zed Wi r e Mesh

ASTM A1064/ A1064M


2. 5. 1. 2. 5 I nt egr al Col or

ASTM C979/ C979M, pur e mi ner al oxi de, l i mepr oof and non- f adi ng

2. 5. 1. 2. 6 Concr et e St r engt h

Pr ovi de mi ni mum 35 MPa 5000 psi 28 day compr essi ve st r engt h concr et e, maxi mum f i ve per cent absor pt i on.

2. 5. 1. 2. 7 Admixture

ASTM C260/ C260M f or ai r - ent r ai ni ng

] ][ 2. 5. 2 Wood Uni t s

Pr ovi de manuf act ur er ' s st andar d wood uni t s wi t h wood, met al , f i ber gl ass or concr et e pedest al s as i ndi cat ed. Pr ovi de f ast ener s and accessor i es r equi r ed f or onsi t e assembl y. Ki l n dr y and pr essur e t r eat wood component s t o manuf act ur er ' s st andar ds. Pr e- t r eat met al component s and pr ovi de manuf act ur er ' s st andar d pr i mer and powder coat f i ni sh compl yi ng wi t h ASTM D3451, col or as sel ect ed. Pr ovi de f i ber gl ass non- f adi ng gel coat col or as i ndi cat ed. Pr ovi de manuf act ur er ' s st andar d exposed aggr egat e or sandbl ast ed f i ni sh and pr ot ect i on coat i ng on concr et e pedest al s.**************************************************************************


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[ Pr ovi de cer t i f i ed sust ai nabl y har vest ed wood f or wood benches and chai r s. ]

a. Desi gn wood benches t o sust ai n a l i ve l oad of not l ess t han 10 kPa 200 pounds per squar e f oot .

b. Pr ovi de k i l n dr i ed, sur f aced f our s i des ( S4S) , c l ear al l s i des wood sl at s of speci es and si zes i ndi cat ed.

( 1) Speci es: [ Teakwood] [ Mar i ne Teak] [ Cl ear Al l Hear t Redwood] [ Red Cedar ] [ Al aska Yel l ow Cedar ] [ Cl ear Dougl as Fi r ] [ I pe] [ Mahogany] [ Pur pl e Hear t ] .

( 2) Nomi nal wood sl at s i zes: 25 by 63 mm 1 by 2- 1/ 2 i nch [ 25 by 75 mm 1 by 3 i nch] [ 50 by 75 mm 2 by 3 i nch] [ 50 by 100 mm 2 by 4 i nch] . Top and bot t om r ai l may be l ar ger i n s i ze and conf i gur at i on f or comf or t of seat i ng.

2. 5. 2. 1 Suppor t Pedest al s

Pr ovi de [ cast i r on] [ cast al umi num] [ st eel ] [ wood] [ concr et e] [ f i ber gl ass] suppor t pedest al s i n accor dance wi t h manuf act ur er ' s st andar d.

2. 5. 2. 1. 1 Cast Gr ey I r on

ASTM A48/ A48M Cl ass 30 or r ecycl ed cast gr ey i r on ASTM A48/ A48M Cl ass 25

2. 5. 2. 1. 2 Cast Al umi num

ASTM B26/ B26M or ASTM B108/ B108M as appl i cabl e


2. 5. 2. 1. 3 Steel

ASTM A653/ A653M

2. 5. 2. 1. 4 Wood

Mat ch i n speci es, gr ade, gr ai n, col or and f i ni sh of t he wood sl at s.

2. 5. 2. 1. 5 Concrete

Concr et e must be of t he same qual i t y and f i ni sh as speci f i ed f or pr ecast concrete.

2. 5. 2. 1. 6 Fiberglass

Desi gn f i ber gl ass pedest al s t o suppor t t he l oads i mposed i n desi gn of bench. Col or as appr oved.

[ 2. 5. 2. 2 St eel Ar ms

Pr ovi de 9 mm 3/ 8 i nch t hi ck by 75 mm 3 i nch wi de st eel bench ar ms conf or mi ng t o ASTM A653/ A653M.

] ][ 2. 5. 3 Fi ber gl ass Benches

Pr ovi de r ei nf or ced f i ber gl ass benches mol ded wi t h mul t i pl e l ami nat i ons of gl ass f i ber i mpr egnat ed wi t h pol yest er i sopht hal i c t her moset t i ng r esi ns, mi ni mum t hi ckness of 3 mm 1/ 8 i nch and r ei nf or ced i n accor dance wi t h manuf act ur er ' s st andar d pr act i ce.

a. Desi gn bench t o sust ai n a l i ve l oad of not l ess t han 10 kPa 200 pounds per squar e f oot .

b. Pr ovi de manuf act ur er ' s f i ni sh, 12- 15 mi l col or i mpr egnat ed pol yest er gel coat , of col or as sel ect ed f r om manuf act ur er ' s st andar d col or s and f i ni shes, [ smoot h mat t e] [ or ange peel ] [ pol i shed gr ani t e] .

] 2. 5. 4 St eel Uni t s

[ 2. 5. 4. 1 Per f or at ed St eel

Pr ovi de [ 1. 9 mm 14 gage] [ 1. 6 mm 16 gage] per f or at ed st eel sheet , el ect r ost at i cal l y coat ed wi t h t wo component pol yest er enamel .

a. Desi gn bench t o sust ai n a l i ve l oad of not l ess t han 10 kPa 200 pounds per squar e f oot .

[ b. Pr ovi de 9 mm 3/ 8 i nch t hi ck by 100 mm 4 i nch wi de hot r ol l ed st eel pedest al s conf or mi ng t o ASTM A653/ A653M.]

[ c. Pr ovi de 38. 3 mm 1- 1/ 2 i nch O. D. ASTM A53/ A53M schedul e 40 st eel pi pe pedestals.]

][ 2. 5. 4. 2 Al l - Wel ded Wi r e

Pr ovi de al l - wel ded wi r e const r uct i on of 3. 8 mm 9 gage, 3. 1 mm 11 gage wi r e wi t h 13 mm 1/ 2 i nch c l ear spaci ng and 8 mm 5/ 16 i nch wi r e wi t h 63 mm 2 1/ 2 i nch spaci ng.


a. Desi gn benches t o sust ai n a l i ve l oad of not l ess t han 10 kPa 200 pounds per squar e f oot .

b. Pr ovi de 33 mm one i nch O. D. by 1. 3 mm 18 gage [ 38. 3 mm 1- 1/ 2 i nch O. D. by 1. 6 mm 16 gage] gal vani zed t ubi ng f or bench f r ames.

[ c. Pr ovi de 38. 2 mm 1- 1/ 2 i nch O. D. by 3. 1 mm 11 gage gal vani zed t ubi ng f or ar mr est . ]

d. Pr ovi de cadmi um or z i nc pl at ed har dwar e; nut s, bol t s, scr ews, and l ock washer s wi t h a c l ean chr omat e f i ni sh.

] 2. 5. 5 Al umi num Uni t s

[ AA DAF45] [ AAMA 611] . Pr ovi de [ ext r uded] [ f or med] al umi num benches i n accor dance wi t h manuf act ur er s st andar d, wi t h [ dar k] [ medi um] [ l i ght ] br onze [ c l ear anodi zed] [ bl ack anodi zed] [ acr y l i c pai nt ] [ powder coat ] f i ni sh, col or as sel ect ed f r om manuf act ur er ' s st andar ds.

a. Desi gn benches t o sust ai n a l i ve l oad of not l ess t han 10 kPa 200 pounds per squar e f oot .

b. Pr ovi de manuf act ur er ' s st andar d [ cast gr ey i r on] [ cast al umi num] [ st eel ] [ pr ecast concr et e] [ f i ber gl ass] pedest al s.

2. 5. 6 Accessories

Pr ovi de manuf act ur er ' s st andar d mat er i al s and accessor i es as r equi r ed f or assembl y of uni t s and as i ndi cat ed on t he assembl y dr awi ngs. Pr ovi de unexposed al umi num, st ai nl ess st eel or st eel pl at es, angl es and suppor t s as r equi r ed f or compl et e assembl y. Separ at e di ssi mi l ar mat er i al s t o pr event el ect r ol yt i c act i on.

2. 5. 7 Fasteners

Pr ovi de conceal ed f ast ener s except wher e speci f i cal l y appr oved; t ypes as r equi r ed f or speci f i c usage.

2. 5. 8 Anchor i ng Br acket s

Pr ovi de 6 mm 1/ 4 i nch z i nc pl at ed st eel angl e anchor i ng br acket s, 47 mm 1- 7/ 8 i nch wi de by 50 mm 2 i nches deep by 63 mm 2- 1/ 2 i nches hi gh [ 47 mm 1- 7/ 8 i nch wi de by 90 mm 3- 1/ 2 i nch deep by 150 mm 6 i nch hi gh] , pr e- dr i l l ed f or bol t i ng benches t o subst r at e.

2. 6 BI CYCLE RACKS

Desi gn bi cycl e r acks ( st anchi ons) i n accor dance wi t h manuf act ur er ' s st andar ds and t o meet desi gn condi t i ons i ndi cat ed. Locat e as shown on t he dr awi ngs. Pr ovi de powder coat f i ni sh i n col or as sel ect ed f r om manuf act ur er ' s st andar ds. Racks must accommodat e l ocki ng devi ces and secur e, as a mi ni mum, one wheel and par t of t he f r ame si mul t aneousl y. The spaci ng bet ween r acks must be a mi ni mum of 610 mm 24 i nches.

[ 2. 6. 1 Met al Pi pe Bi cycl e Racks

Provide ASTM A53/ A53M schedul e 40 st eel pi pe bi cycl e r acks i n conf i gur at i on and of [ 114] [ _____] mm [ 4- 1/ 2] [ _____] i nch pi pe s i ze. Type of mount i ng, bi cycl e r ack capaci t y and hei ght above t he gr ound as shown on t he dr awi ngs.


][ 2. 6. 2 Pr ecast Concr et e Bi cycl e Rack

Pr ovi de one- pi ece pr ecast concr et e bi cycl e r ack base wi t h embedded gal vani zed met al hi t chi ng l oops. Desi gn bi cycl e r ack wi t h wheel not ches f or bi ke suppor t and wheel l ocki ng devi ce.

] 2. 7 BOLLARDS

**************************************************************************NOTE: Bol l ar ds ar e of t en i ncl uded as a s i t e f ur ni shi ng but f unct i on pr i mar i l y as a vehi c l e bar r i er ; f or bol l ar d speci f i cat i on, ver i f y cr oss r ef er ence wi t h Sect i on 34 71 13. 19 ACTI VE VEHI CLE BARRIERS.

**************************************************************************

Pr ovi de r ei nf or ced concr et e bol l ar ds [ 300] [ 450] mm [ 12] [ 18] i nch [ squar e] [ r ound] , hei ght as i ndi cat ed, sui t abl e f or gr ound mount i nst al l at i on. Pr ovi de exposed aggr egat e or sandbl ast f i ni sh as i ndi cat ed; manuf act ur er ' s st andar d c l ear acr yl i c seal er . Submi t manuf act ur er ' s descr i pt i ve dat a and cat al og cut s.

2. 7. 1 Por t l and Cement

ASTM C150/ C150M Type I I I or I I I

2. 7. 2 Aggregate

ASTM C33/ C33M, maxi mum si ze 19 mm 3/ 4 i nch

2. 7. 3 Rei nf or c i ng St eel

ASTM A615/ A615M

2. 7. 4 I nt egr al Col or


2. 7. 5 Concr et e St r engt h

35 MPa 5000 psi , 28 day mi ni mum compr essi ve st r engt h

2. 7. 6 Admixture


2. 8 PLANTERS [ WASTE RECEPTACLES] [ ASH RECEPTACLES]

[ Pr ovi de f or wast e r ecept acl es [ spun al umi num] [ r ei nf or ced f i ber gl ass] [ f l at ] [ domed] t ops and r emovabl e semi - r i gi d pl ast i c l i ner i nser t . ] [ Pr ovi de t op- mount ed ash t r ays f or ash r ecept acl es. ] Wast e r ecept acl es must be f ur ni shed wi t h weat her pr ot ect i on, odor cont ai nment , and i nsect / ani mal - pr oof i ng. Cont ai ner s i ze must be [ as di r ect ed] [ _____] .

2. 8. 1 Height

Tr ash and l i t t er deposi t openi ngs must be bet ween 800- 1000 mm 30- 40 i nches above t he gr ound.


2. 8. 2 Liners

Tr ash and l i t t er r ecept acl es must be f ur ni shed wi t h [ di sposabl e i nner - l i ni ngs] [ r emovabl e/ r eusabl e i nner cont ai ner s] . Sel f - dumpi ng t ype desi gns t o i ncl ude hi nged bot t om, t op or s i des wi l l be r ej ect ed.

2. 8. 3 Anchors

Tr ash and l i t t er r ecept acl es t hat can be anchor ed t o r esi st over t ur ni ng by t ypi cal use, hi gh wi nds, or ani mal s must be f ur ni shed and anchor ed i n accor dance wi t h t he manuf act ur er ' s r ecommendat i ons.

2. 8. 4 Openings

Openi ngs f or t r ash and l i t t er i nser t i on must be a mi ni mum of 100 mm 4 i nches i n di amet er . Edges of t he openi ngs must be cr i mped, r ounded and smoot hed.

2. 8. 5 Ash Recept acl es

Pr ovi de ash r ecept acl es wi t h a f i r e- pr oof met al bowl or scr een or sand- f i l l ed cont ai ner s f or ash cont ai nment . Ash r ecept acl es must have a mi ni mum di amet er of 200 mm 8 i nches; ash cont ai ner s must have a f i r e- pr oof met al bowl or scr een and must be easi l y r emovabl e f or c l eani ng.

2. 8. 6 Pl ant er Si ze

The pl ant er s i ze must be det er mi ned accor di ng t o t he spaci al r oot r equi r ement s at 2/ 3 mat ur i t y s i ze of t he desi gnat ed pl ant mat er i al , i n conf or mance wi t h Sect i on 32 93 00 EXTERI OR PLANTS.

2. 8. 7 Drainage

Dr ai nage f or t he pl ant er must be as f ol l ows: a mi ni mum of one dr ai nage hol e i n t he base of each pl ant er and a mi ni mum 3 mm 1/ 8 i nch space, i n 2 l ocat i ons, bet ween t he base of t he pl ant er and t he suppor t i ng sur f ace.

2. 8. 8 Base

The pl ant er base must be capabl e of suppor t i ng t he wei ght of t he pl ant er f i l l ed wi t h bot h t he desi gnat ed pl ant mat er i al and f ul l y sat ur at ed soi l . The pl ant er must not cr ack, over t ur n, or s i nk bel ow t he exi st i ng gr ade. Pl ant er s must al l ow f or r el ocat i on.

[ 2. 8. 9 Gl ass Fi ber Rei nf or ced Concr et e ( GFRC) Pr ecast

Pr ovi de gl ass f i ber r ei nf or ced concr et e ( GFRC) pr ecast [ pl ant er s] [ wast e r ecept acl es] [ ash r ecept acl es] at l ocat i ons i ndi cat ed on t he dr awi ngs. Compl y wi t h PCI MNL- 117 and PCI MNL- 128.

[ 2. 8. 9. 1 Materials

Pr ovi de manuf act ur er ' s st andar d shel l t hi ckness of 9 t o 16 mm 3/ 8 t o 5/ 8 inch.

2. 8. 9. 1. 1 Cement

ASTM C150/ C150M, use onl y one br and and t ype of cement t hr oughout t he Project.


2. 8. 9. 1. 2 Gl ass Fi ber s

Al kal i r esi st ant ( AR) gl ass f i ber s pr oduced speci f i cal l y f or use i n gl ass f i ber r ei nf or ced concr et e. Gl ass cont ent of GFRC uni t t o be a mi ni mum of t hr ee per cent .

2. 8. 9. 1. 3 Aggregates

Cl ear s i l i ca sand passi ng 1. 18 mm No. 16 s i eve; washed, dr i ed, and f r ee f r om del et er i ous mat er i al s; pr ovi de t ype wi t h successf ul hi st or y of use i n GFRC and as st andar d wi t h t he manuf act ur er .

2. 8. 9. 1. 4 Compr essi ve St r engt h

Mi ni mum20. 7 MPa 3000 psi 28 day st r engt h

2. 8. 9. 1. 5 Density

Appr oxi mat el y 1921 kg/ cu. m 120 pcf

2. 8. 9. 1. 6 Pol ymer Admi xt ur e

Manuf act ur er ' s st andar d acr yl i c t her mopl ast i c copol ymer

][ 2. 8. 9. 2 Finishes

Pr ovi de f act or y f i ni shed uni t s wi t h manuf act ur er ' s st andar d t ext ur e or sandbl ast ed f i ni sh as sel ect ed.

2. 8. 9. 2. 1 Cement

Whi t e or gr ey as consi st ent wi t h f i nal f i ni sh

2. 8. 9. 2. 2 Faci ng Aggr egat es

ASTM C33/ C33M ( l ess gr adat i on) , c l ean, har d, dur abl e, i ner t , and f r ee of st ai ni ng and del et er i ous mat er i al s; as r equi r ed t o mat ch appr oved sampl es

2. 8. 9. 2. 3 Color

ASTM C979/ C979M, pur e, non- f adi ng mi ner al oxi des whi ch do not i mpai r st r engt h of GFRC; desi gned and mi xed t o pr ovi de col or mat chi ng appr oved sampl es; maxi mum 10 per cent cement wei ght

2. 8. 9. 2. 4 Appl i ed Fi ni shes

ASTM D4060 wat er bor ne cr ossl i nked acr yl i c 49. 5 +/ - 2 per cent sol i ds by wei ght pr ovi di ng 1000 cycl es per 0. 0254 mm 1000 cycl es per 0. 001 i nch r esi st ance t o abr asi on

] ][ 2. 8. 10 Pr ecast Concr et e/ Cast St one Pl ant er s

Pr ovi de r ei nf or ced pr ecast concr et e pl ant er s [ wast e r ecept acl es] [ ash r ecept acl es] consi st i ng of a mi xt ur e of cement , aggr egat es, and mi ner al col or s sui t abl e f or ext er i or use as l ocat ed on t he dr awi ngs. Pr ovi de manuf act ur er ' s st andar d exposed aggr egat e or sandbl ast f i ni sh ( wi t h c l ear acr yl i c coat i ng) as sel ect ed.


2. 8. 10. 1 Por t l and Cement

ASTM C150/ C150M, gr ay, Type I

2. 8. 10. 2 Aggregate

ASTM C33/ C33M, 2. 36 mm No. 8 cr ushed l i mest one and sand

2. 8. 10. 3 Gal vani zed St eel Mesh

ASTM A1064/ A1064M

2. 8. 10. 4 I nt egr al Col or


2. 8. 10. 5 Concr et e St r engt h

30 MPa 4000 psi mi ni mum compr essi ve st r engt h at 28 days

2. 8. 10. 6 Admixture


][ 2. 8. 11 Wood Cont ai ner s

Pr ovi de manuf act ur er ' s st andar d [ wood pl ant er ] [ wast e r ecept acl e] [ ash r ecept acl e] f abr i cat ed of 19 mm 3/ 4 i nch t hi ck t ongue and gr ooved wood sl at s per manent l y bonded wi t h f i ber gl ass i nt er i or shel l . For t op- t r i m, pr ovi de wood f or squar e cont ai ner s and f i ber gl ass f or r ound cont ai ner s. I nt er i or shel l must be suf f i c i ent t o pr ot ect wood f r om det er i or at i on due t o cont act wi t h soi l and/ or moi st ur e**************************************************************************

NOTE: For wood speci es ot her t han Redwood or Cedar use t he next sent ence i n or der t o avoi d cont act wi t h gr ound or f i ni sh gr ade i n or der t o avoi d moi st ur e and i nsect damage. Redwood and Cedar ar e nat ur al l y r ot and i nsect r esi st ant .

**************************************************************************

[ El evat e wood f i ni shes at mi ni mum 13 mm 1/ 2 i nch above f i ni sh gr ade. ] Fr eest andi ng wood pl ant er s must be st r uct ur al l y suf f i c i ent t o suppor t sat ur at ed soi l and desi gnat ed pl ant mat er i al s at t he desi gnat ed mat ur e s i ze.**************************************************************************


**************************************************************************

[ Pr ovi de cer t i f i ed sust ai nabl y har vest ed wood f or wood cont ai ner s. ]

2. 8. 11. 1 Wood Speci es

[ Mar i ne Teak] [ Al aska Yel l ow Cedar ] [ Cl ear Al l - Hear t Cal i f or ni a Redwood] [ Pur pl e Hear t ] [ I pe] [ _____]


2. 8. 11. 2 Fiberglass

Mol ded wi t h mul t i pl e l ami nat i ons of gl ass f i ber i mpr egnat ed wi t h pol yest er i sopht hal i c t her moset t i ng r esi ns wi t h a f i ni sh of 0. 30- 0. 38 mm 12- 15 mi l col or i mpr egnat ed pol yest er gel coat .

2. 8. 11. 3 Met al Fr ame

Bl ack col or - coat ed st eel f r ame

][ 2. 8. 12 Wood Pl ant er s wi t h Met al Fr ames

Pr ovi de manuf act ur er ' s st andar d [ wood pl ant er ] [ wast e r ecept acl e] [ ash r ecept acl e] wi t h gal vani zed st eel wel ded f r ames, and nomi nal 50 mm t wo i nch t ongue and gr ooved, bevel ed or squar e cut wood st aves. At t ach wood st aves t o met al f r ame f r om i nsi de wi t h st eel pl at ed scr ews.

2. 8. 12. 1 Wood Speci es

Ki l n dr i ed, maxi mum 19 per cent moi st ur e cont ent , [ Cl ear Al l Hear t Cal i f or ni a Redwood] [ West er n Yel l ow Cedar ] [ Red Oak] [ Phi l l i pi ne Mahogany] [ Pur pl e Hear t ] [ I pe]

2. 8. 12. 2 Met al Fr ame

Rei nf or ced wi t h st eel bar s i n accor dance wi t h manuf act ur e' s st andar d const r uct i on, bl ack col or f act or y f i ni sh coat ed.

2. 8. 12. 3 Bottom

6. 25 mm 1/ 4 i nch ext er i or gr ade r edwood wi t h dr ai n hol es

[ 2. 8. 12. 4 Liners

Removabl e gal vani zed st eel or manuf act ur er ' s st andar d

][ 2. 8. 12. 5 Tops

[ Hi nged t op openi ng] [ spun al umi num open t op wi t h mol ded r i m] [ ash t op]

] ] 2. 8. 13 Fi ber gl ass Pl ant er s [ Wast e Recept acl es] [ Ash Recept acl es]

Pr ovi de r ei nf or ced f i ber gl ass pl ant er s [ wast e r ecept acl es] [ ash r ecept acl es] mol ded wi t h mul t i pl e l ami nat i ons of gl ass f i ber i mpr egnat ed wi t h pol yest er i sopht hal i c t her moset t i ng r esi ns; wi t h 0. 30- 0. 38 mm 12- 15 mi l col or i mpr egnat ed pol yest er gel coat f i ni sh; mi ni mum t hi ckness of 6. 35 mm 1/ 4 i nch; col or as sel ect ed.

2. 8. 14 Met al Pl ant er s [ Wast e Recept acl e]

Pr ovi de met al pl ant er s [ wast e r ecept acl es] as i ndi cat ed, f abr i cat ed f r om [ per f or at ed st eel sheet mat er i al ] [ wi r e or di amond mesh st eel sheet ] [ st eel f r ame wi t h st eel st aves wel ded t o f r ame] [ cast al umi num] [ cast i r on] ; powder coat f i ni sh, col or as sel ect ed.

a. Met al t hi ckness, wi dt h, and conf i gur at i on must be manuf act ur er ' s st andar d. Chemi cal l y c l ean and phosphat e coat pr i or t o f i nal powdercoat.


b. Pr ovi de 5 mm 3/ 16 i nch t hi ck f i ber gl ass- r ei nf or ced pol yest er r esi n l i ner i n bl ack f or pl ant er l i ner s.

2. 9 SHELTERS

**************************************************************************NOTE: I t i s i mpor t ant t hat t he dr awi ngs r ef l ect t he t ype and si ze of Shel t er i nt ended. The speci f i cat i ons ar e i nt ended t o cover ever yt hi ng f r om smal l BUS STOP SHELTERS t o l ar ge PAVI LI ON SHELTERS. Types of st r uct ur al f r ames, r oof i ng mat er i al s and f aci as, gl azi ng syst ems, and f oundat i ons must be car ef ul l y coor di nat ed wi t h t he dr awi ngs. These syst ems ar e al l f act or y desi gned and pr ef abr i cat ed r eady f or s i t e assembl y.

**************************************************************************

AI SC 360. Pr ovi de pr ef abr i cat ed shel t er syst ems t o meet desi gn condi t i ons i ndi cat ed. Shel t er desi gn must conf or m t o al l appl i cabl e St at e and Local Bui l di ng Codes and must meet manuf act ur er ' s st andar ds of const r uct i on and mat er i al s. Shel t er syst ems must be [ pr egl azed] pr e- dr i l l ed and pr e- cut , shi pped wi t h al l har dwar e and accessor i es necessar y f or compl et e f i el d assembly.

2. 9. 1 Fr ami ng Syst ems

Fr ami ng syst em; col umns, r af t er s, r i dge, pur l i ns and ot her st r uct ur al f r ami ng member s must be [ al umi num] [ st eel ] [ wood] as i ndi cat ed. Manuf act ur er must pr ovi de shop dr awi ngs and cal cul at i ons pr epar ed by a st r uct ur al engi neer .

[ 2. 9. 1. 1 Aluminum

Ext r uded al umi num al l oy t ubi ng must conf or m t o ASTM B429/ B429M 6063- T5 or 3003- H14, dar k [ medi um] [ l i ght ] br onze [ bl ack] [ c l ear anodi zed] [ powder coat ] f i ni sh. Fr ami ng s i zes and conf i gur at i ons must be as r equi r ed f or s i ze of st r uct ur e i ndi cat ed meet i ng manuf act ur er ' s st andar ds and appl i cabl e bui l di ng codes.

][ 2. 9. 1. 2 Steel

St r uct ur al st eel must conf or m t o ASTM A36/ A36M or ASTM A500/ A500M, 248 MPa 36, 000 psi y i el d st r engt h and 400 MPa 58, 000 psi t ensi l e st r engt h, f act or y f i ni shed wi t h r ust i nhi bi t ed pr i mer and powder coat conf or mi ng t o ASTM D3451. Fr ami ng s i zes and conf i gur at i ons must be as r equi r ed f or s i ze of st r uct ur e i ndi cat ed meet i ng manuf act ur er ' s st andar d and appl i cabl e bui l di ng codes.

][ 2. 9. 1. 3 Wood

Wood f r ami ng syst em must consi st of sur f aced f our s i des ( S4S) , #2 gr ade sout her n yel l ow pi ne [ _____] sol i d t i mber col umns wi t h eased edges, pr essur e t r eat ed agai nst decay, f ungi and i nsect i nf est at i on, sur f aced f our s i des ( S4S) , #1 gr ade, sout her n pi ne, [ _____] gl ue- l ami nat ed col umns manuf act ur ed i n accor dance wi t h ANSI / AI TC A190. 1 and AI TC cer t i f i ed gl ue- l ami nat ed st r uct ur al gr ade sout her n yel l ow pi ne [ _____] beams, r af t er s and pur l i ns, f act or y seal ed and i ndi v i dual l y wr apped f or pr ot ect i on dur i ng shi pment . Fact or y st ai n al l wood member s pr i or t o shi pment .**************************************************************************

NOTE: Use cer t i f i ed sust ai nabl y har vest ed wood


wher e sui t abl e f or appl i cat i on and cost ef f ect i ve.**************************************************************************

[ Pr ovi de cer t i f i ed sust ai nabl y har vest ed wood f or wood shel t er s. ]

] 2. 9. 2 Roof Panel s [ Decki ng]

Pr ovi de manuf act ur er ' s st andar d [ mol ded acr yl i c t r ansl ucent r oof panel ] [ s t andi ng seam met al r oof panel ] [ wood decki ng] [ V- beam al umi num r oof panel s] [ FRP r oof panel s] [ _____] r oof panel s as i ndi cat ed. Mat er i al s must be f act or y f i ni shed and shi pped wi t h al l necessar y f ast ener s and accessor i es as r equi r ed f or compl et e s i t e assembl y.

2. 9. 3 Glazing

Fact or y i nst al l ed i n separ at e st r uct ur al wi ndow f r ames, gasket ed and gl azed i n accor dance wi t h manuf act ur er ' s st andar d, i nt er changeabl e, gl azi ng syst em. Pr ovi de [ 6. 35 mm 1/ 4 i nch acr yl i c sheet ] [ 6. 35 mm 1/ 4 i nch t emper ed gl ass] [ 6. 35 mm 1/ 4 i nch pol ycar bonat e pl ast i c sheet ] [ 6. 35 mm 1/ 4 i nch mar - r esi st ant pol ycar bonat e pl ast i c sheet ] , [ c l ear ] [ _____] col or .

2. 10 TABLES

Pi cni c t abl es must be f ur ni shed wi t h at t ached benches t hat have no backr est s. Tabl e' s exposed edges and cor ner s must be r ounded, eased or chamfered.

2. 10. 1 Height

Bet ween 750- 1200 mm 29- 48 i nches f r om t he f i ni shed gr ade t o t he l owest sur f ace of t he t op, or as not ed.

2. 10. 2 Clearance

A mi ni mum ver t i cal c l ear ance of 230 mm 9 i nches bet ween t he seat t op and t he bot t om edge of t he t abl e t op must be pr ovi ded. A mi ni mum of 460 mm 18 i nches of l eg space under t abl es, measur ed f r om t he i nsi de edge of t he seat t op t o t he near est t abl e suppor t , must be pr ovi ded. A mi ni mum of 460 mm 18 i nches f r om t he end of t he t abl e t op t o t he near est suppor t l eg must be provided.

2. 10. 3 Top

Tabl e t op sur f aces must not cont ai n r ecesses t hat mi ght hol d wat er or f ood par t i c l es. The t abl e t op wi dt h must be a mi ni mum of 460 mm 18 i nches when ut i l i zed f r om one si de onl y, and a mi ni mum of 900 mm 36 i nches when ut i l i zed f r om t wo si des. The t abl e t op l engt h must be a mi ni mum of 610 mm 24 i nches per per son.

2. 10. 4 Wheel chai r Access

A mi ni mum cl ear space of 740 mm 29 i nches f r om t he f i ni shed gr ade t o t he under si de of t he t abl e must be pr ovi ded f or per sons wi t h di sabi l i t y t o be abl e t o pul l a wheel chai r beneat h t he t abl e t op at t he end of t he t abl e; t he mi ni mum cl ear wi dt h must be 860 mm 34 i nches.


2. 10. 5 Pr ecast Concr et e Tabl es

Pr ovi de r ei nf or ced pr ecast concr et e t abl es wi t h smoot h t ops; mi ni mum 35 MPa 4500 psi concr et e, 28 day mi ni mum compr essi ve st r engt h, consi st i ng of a mi xt ur e of cement , aggr egat es, and mi ner al col or s sui t abl e f or ext er i or use as l ocat ed on t he dr awi ngs. Pr ovi de manuf act ur er ' s st andar d exposed aggr egat e or sandbl ast f i ni sh wi t h c l ear acr yl i c coat i ng.

a. Por t l and cement : ASTM C150/ C150M, gr ay, Type I .

b. Aggr egat e: ASTM C33/ C33M, washed 2. 36 mm No. 8 l i mest one and sand.

c. Gal vani zed wi r e mesh: 1. 9 mm 14 gage, 50 by 50 mm 2 by 2 i nch.

d. Wel ded wi r e f abr i c: ASTM A1064/ A1064M

e. Rei nf or c i ng st eel : ASTM A615/ A615M

f . I nt egr al col or : ASTM C979/ C979M, pur e mi ner al oxi de, l i mepr oof and non-fading

g. Admi xt ur e: ASTM C260/ C260M f or ai r - ent r ai ni ng.

2. 10. 6 Fi ber gl ass Tabl es

Pr ovi de r ei nf or ced f i ber gl ass t abl e t ops mol ded wi t h mul t i pl e l ami nat i ons of gl ass f i ber i mpr egnat ed wi t h pol yest er i sopht hal i c t her moset t i ng r esi ns, mi ni mum t hi ckness of 6 mm 1/ 4 i nch wi t h 0. 30- 0. 38 mm 12- 15 mi l t hi ckness col or i mpr egnat ed pol yest er gel coat , col or as sel ect ed.

a. St eel pedest al base: ASTM A53/ A53M Schedul e 40 st eel pi pe, [ 38] [ 41] [ 60] mm [ 1- 1/ 2] [ 1- 5/ 8] [ 2- 3/ 8] i nch O. D.

b. Mount i ng: Type as i ndi cat ed.

c. Met al f i ni sh: Powder coat i ng conf or mi ng t o ASTM D3451 t est i ng.

2. 10. 7 Per f or at ed St eel Tabl es

Pr ovi de 1. 9 mm 14 gage [ 1. 6 mm 16 gage] per f or at ed st eel sheet t abl e t ops wi t h sol i d met al edges i n accor dance wi t h manuf act ur er ' s st andar d. Wel d t ops t o base as r equi r ed f or f r ame suppor t .

a. St eel pedest al base: ASTM A53/ A53M Schedul e 40 st eel pi pe, 60 mm 2- 3/ 8 i nch O. D.

b. Mount i ng: Type as i ndi cat ed.

c. Har dwar e: Zi nc or cadmi um pl at ed nut s, bol t s, scr ews, and l ock washer s.

d. Met al f i ni sh: Powder coat i ng conf or mi ng t o ASTM D3451 t est i ng.

2. 10. 8 [ Wood Tabl es

Pr ovi de manuf act ur er ' s st andar d wood t abl es wi t h wood [ met al ] [ _____] bases as i ndi cat ed. Pr ovi de f ast ener s and accessor i es r equi r ed f or onsi t e assembl y. Ki l n dr y and pr essur e t r eat wood component s t o manuf act ur er ' s st andar d, maxi mum 19 per cent moi st ur e cont ent . [ Pr e- t r eat met al component s and pr ovi de manuf act ur er ' s st andar d pr i mer and powder coat f i ni sh compl yi ng


with ASTM D3451, col or as sel ect ed] .**************************************************************************


**************************************************************************

[ Pr ovi de cer t i f i ed sust ai nabl y har vest ed wood f or wood t abl es. ]

a. Desi gn wood t abl es t o sust ai n a l i ve l oad of not l ess t han 10 kPa 200 pounds per squar e f oot .

b. Pr ovi de k i l n dr i ed, sur f aced f our s i des ( S4S) , c l ear al l s i des wood sl at s of speci es and si zes i ndi cat ed.

( 1) Speci es: [ Teakwood] [ Mar i ne Teak] [ Cl ear Al l Hear t Redwood] [ Red Cedar ] [ Al aska Yel l ow Cedar ] [ Cl ear Dougl as Fi r ] [ I pe] [ Mahogany] [ Pur pl e Hear t ] .

( 2) Nomi nal wood sl at s i zes: 25 by 63 mm 1 by 2- 1/ 2 i nch [ 25 by 75 mm 1 by 3 i nch] [ 50 by 75 mm 2 by 3 i nch] [ 50 by 100 mm 2 by 4 i nch] .

c. Desi gn bases of t he mat er i al s l i s t ed bel ow t o suppor t t he l oads i mposed i n t he desi gn of t he t abl es.

d. Wood Suppor t : Mat ch i n speci es, gr ade, gr ai n, col or and f i ni sh of t he wood sl at s.

[ e. St eel Suppor t : ASTM A653/ A653M].

[ f . Cast Gr ey I r on Suppor t : ASTM A48/ A48M, Cl ass 30 or r ecycl ed cast gr ey iron ASTM A48/ A48M, Cl ass 25. ]

[ g. Cast Al umi num Suppor t : ASTM B26/ B26M or ASTM B108/ B108M as applicable.]]

2. 11 [ TREE GRATES

Pr ovi de [ cast al umi num] [ cast i r on] [ cast br onze] [ punched st eel ] [ s t ai nl ess st eel ] t r ee gr at es i n [ r ound] [ squar e] model of s i zes i ndi cat ed on t he dr awi ngs. Fur ni sh compl et e wi t h angl e st eel f r ames wi t h f i ni sh t o mat ch t r ee gr at es.

] PART 3 EXECUTI ON

3. 1 CHI LDREN' S PLAY AREAS

I nst al l t he s i t e f ur ni shi ngs out s i de t he pl ay st r uct ur e use zone i n accor dance wi t h ASTM F1487. Ver i f y and mar k t he l ocat i ons of t he use zone. These zones ar e t o be f r ee f r om obst acl es and har d sur f aces. When chi l d accessi bi l i t y r equi r ement s ar e t o be met , chi l d ant hr opomet r i c di mensi ons must be used and not adul t ant hr opomet r i c di mensi ons.

3. 2 INSTALLATION

Ver i f y t hat f i ni shed gr ades and ot her oper at i ons af f ect i ng mount i ng sur f aces have been compl et ed pr i or t o t he i nst al l at i on of s i t e f ur ni shi ngs. Si t e f ur ni shi ngs must be i nst al l ed pl umb and t r ue, at l ocat i ons i ndi cat ed, i n accor dance wi t h t he appr oved manuf act ur er ' s


instructions.

3. 2. 1 Assembl y and Er ect i on of Component s

New par t s must be acqui r ed f r om t he manuf act ur er ; subst i t ut e par t s wi l l not be accept ed unl ess appr oved by t he manuf act ur er . When t he i nspect i on of par t s has been compl et ed, t he s i t e f ur ni shi ngs must be assembl ed and anchor ed accor di ng t o manuf act ur er ' s i nst r uct i ons or as i ndi cat ed. When si t e f ur ni shi ngs ar e assembl ed at t he s i t e, assembl y must not i nt er f er e wi t h ot her oper at i ons or pedest r i an and vehi cul ar c i r cul at i on.

3. 2. 2 Anchor age, Fast eni ngs, and Connect i ons

Fur ni sh met al wor k, mount i ng bol t s or har dwar e i n ampl e t i me f or secur i ng i nt o concr et e or masonr y as t he wor k pr ogr esses. Pr ovi de anchor age wher e necessar y f or f ast eni ng f ur ni t ur e or f ur ni shi ngs secur el y i n pl ace. Pr ovi de, f or anchor age not ot her wi se speci f i ed or i ndi cat ed, s l ot t ed i nser t s, expansi on shi el ds, and power - dr i ven f ast ener s, when appr oved f or concr et e; t oggl e bol t s and t hr ough bol t s f or masonr y; machi ne and car r i age bol t s f or st eel ; t hr ough bol t s, l ag bol t s, and scr ews f or wood. Do not use wood pl ugs i n any mat er i al . Pr ovi de non- f er r ous at t achment s f or non- f er r ous met al . Make exposed f ast eni ngs of compat i bl e mat er i al s , gener al l y mat chi ng i n col or and f i ni sh t he f ast eni ngs t o whi ch t hey ar e appl i ed. Conceal f ast eni ngs wher e pr act i cabl e.

3. 3 WELDING

Per f or m wel di ng, wel di ng i nspect i on, and cor r ect i ve wel di ng, i n accor dance with AWS D1. 1/ D1. 1M. Use cont i nuous wel ds on al l exposed connect i ons. Gr i nd v i s i bl e wel ds smoot h i n t he f i ni shed i nst al l at i on.

3. 4 TESTING

Test each si t e f ur ni shi ng t o ascer t ai n a secur e and cor r ect i nst al l at i on. A cor r ect i nst al l at i on must be accor di ng t o t he manuf act ur er ' s r ecommendat i ons and by t he f ol l owi ng pr ocedur e: Measur e t he physi cal di mensi ons and c l ear ance of each i nst al l ed s i t e f ur ni shi ng f or compl i ance wi t h manuf act ur er ' s r ecommendat i ons and as i ndi cat ed. Si t e f ur ni shi ngs whi ch do not compl y must be r ei nst al l ed. Fast ener s and anchor s det er mi ned t o be non- compl i ant must be r epl aced. Submi t a wr i t t en r epor t descr i bi ng t he r esul t s of t he t est i ng and a r epor t of post - i nst al l at i on t est r esul t s.

3. 5 FINISHES

3. 5. 1 Fi el d Fi ni shes

Wher e i ndi cat ed, f i el d f i ni shes must be appl i ed i n accor dance wi t h Sect i on 09 90 00 PAI NTS AND COATI NGS. Wher e di ssi mi l ar met al s ar e i n cont act , pr ot ect sur f aces wi t h a coat conf or mi ng t o SSPC Pai nt 25 t o pr event gal vani c or cor r osi ve act i on. Wher e al umi num i s i n cont act wi t h concr et e, mor t ar , masonr y, wood, or absor pt i ve mat er i al s subj ect t o wet t i ng, pr ot ect with ASTM D1187/ D1187M, asphal t - base emul si on.

3. 5. 2 Repai r of Zi nc- Coat ed Sur f aces

**************************************************************************NOTE: Del et e t hi s par agr aph when no gal vani zed i t ems ar e speci f i ed.

**************************************************************************


Repai r damaged sur f aces wi t h gal vani z i ng r epai r met hod and pai nt conf or mi ng to ASTM A780/ A780M or by t he appl i cat i on of st i ck or t hi ck past e mat er i al speci f i cal l y desi gned f or r epai r of gal vani z i ng, as appr oved by t he Cont r act i ng Of f i cer . Cl ean ar eas t o be r epai r ed and r emove t he s l ag f r om t he wel ds. Heat sur f aces t o whi ch st i ck or past e mat er i al i s appl i ed, wi t h a t or ch t o a t emper at ur e suf f i c i ent t o mel t t he met al l i cs i n st i ck or past e; spr ead t he mol t en mat er i al uni f or ml y over sur f aces t o be coat ed and wi pe t he excess mat er i al of f .

3. 6 BOLLARDS

I nst al l i n pi pe s l eeves embedded i n concr et e and f i l l ed wi t h non- shr i nk gr out or qui ck set t i ng anchor i ng cement .

3. 7 BI CYCLE RACKS

Af f i x t o base st r uct ur e by f l anges anchor ed t o concr et e or ot her exi st i ng masonr y by expansi on shi el ds. Pr ovi de Ser i es 300 st ai nl ess st eel bol t s t o anchor al umi num al l oy f l anges, of a s i ze appr opr i at e t o t he st andar d pr oduct of t he manuf act ur er . Wher e al umi num or al l oy f i t t i ngs or ext r usi ons ar e t o be i n cont act wi t h di ssi mi l ar met al s or concr et e, gi ve t he cont act sur f ace a heavy coat i ng of bi t umi nous pai nt .

3. 8 SHELTERS

Secur e t o t he adj acent const r uct i on wi t h t he c l i p angl es at t ached t o t he concr et e. Secur e t o concr et e wi t h not l ess t han t wo 13 mm 1/ 2 i nch di amet er expansi on bol t s.

3. 8. 1 Glazing

Fact or y i nst al l wi ndows i nt o separ at e st r uct ur al f r ame. Mi t er cor ner s and connect i nt er nal l y by ext r uded al umi num cor ner keys or scr ew bosses wi t h t amper - pr oof st ai nl ess st eel scr ews. Pr ovi de cont i nuous gasket i ng ar ound wi ndows set t o met al f r ames. Pr ovi de 13 t o 19 mm 1/ 2 t o 3/ 4 i nch deep pocket f or pol ycar bonat e gl azi ng. Ful l y gasket and f r ame i n i ndependent i nt er changeabl e f act or y assembl ed uni t s. Af f i x t o shel t er f r ame wi t h 5 mm 3/ 16 i nch must ow head al umi num r i vet s at appr oxi mat el y 331 mm13- 1/ 4 i nches on cent er s f or f ul l 6. 28 r ad 360 degr ees, r i vet f r om i nsi de of shel t er .

3. 8. 2 Roof

Pr ovi de manuf act ur er ' s st andar d r oof syst em i ncl udi ng f aci a [ gut t er ] assembl y, ensur i ng a weat her - t i ght seal and i nst al l at i on.

3. 9 RESTORATI ON AND CLEAN UP

When t he i nst al l at i on has been compl et ed, c l ean up and pr ot ect t he s i t e. Exi st i ng ar eas t hat have been damaged f r om t he i nst al l at i on oper at i on must be r est or ed t o or i gi nal condi t i on at Cont r act or ' s expense.

3. 9. 1 Cl ean Up

The si t e must be c l eaned of al l mat er i al s associ at ed wi t h t he i nst al l at i on. Si t e f ur ni shi ng sur f aces must be c l eaned of di r t , s t ai ns, f i l i ngs, and ot her bl emi shes occur r i ng f r om shi pment and i nst al l at i on. Cl eani ng met hods and agent s must be accor di ng t o manuf act ur er ' s i nst r uct i ons or as i ndi cat ed.


3. 9. 2 Protection

The ar ea must be pr ot ect ed as r equi r ed or di r ect ed by pr ovi di ng bar r i cades and si gnage. Si gnage must be i n accor dance wi t h Sect i on 10 14 00. 10 EXTERI OR SI GNAGE.

3. 9. 3 Di sposal of Mat er i al s

Excess and wast e mat er i al must be r emoved and di sposed of f Gover nment pr oper t y [ _____] .

3. 10 RE-INSTALLATION

Wher e r e- i nst al l at i on i s r equi r ed, t he f ol l owi ng must be accompl i shed:

a. Re- i nst al l t he pr oduct as speci f i ed. Mat er i al acqui s i t i on of r epl acement par t s i s t he r esponsi bi l i t y of t he Cont r act or . Pr ovi de r epl acement mat er i al s t hat ar e new and suppl i ed by t he or i gi nal manuf act ur er t o mat ch.

b. Damage caused by t he f ai l ed i nst al l at i on must be r epai r ed.

- - End of Sect i on - -


Documents

UFGS 12 93 00 Site Furnishings - WBDG | WBDG Whole ... 12 93 00.pdf2.1 MATERIALS 2.1.1 Metals 2.1.2 Structural Tubing 2.1.3 Steel Pipe and Fittings 2.1.4 Gray Cast Iron 2.1.5 Aluminum